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GIFT  OF 

DR.    FLOYD   F.    BURCHETT 


'''Mf^ 


mQi^ 


Detailed  Exhibits 


OF  THE 


Tangible  Property 


OF  THE 


Chicago  City  Railway  Company 

as  of  June  30,  A.  D.  1906 


ACCOMPANYING 


The  Valuation  Report 


SUBMITTED  TO 


The  Committee  on  Local  Transportation 


OF  THE 


Chicago  City  Council 


BY 

BION  J.  ARNOLD 
MORTIMER  E.  COOLEY 
A.  B.  du  PONT 

Traction  Valuation  Commission 


CHICAGO,  DECEMBER,  1906 


CONTENTS. 

Introduction 7 

Exhibit  I. 
Track. 

Comprising  the  following  divisions: 

1-A     Cable  Track,  Exclusive  of  Special  AA'ork 19 

1-B     Cable  Track  Special  Work 34 

^       1-C      Electric  Track,  Exclusive  of  Special  Work 35 

1-D     Electric  Track  Special  Work 58 

'rv        1-E  Tracks  in  Car  Houses  and  Yards  and  Service  Tracks  ....  70 

>^        1-F     Car  House  and  Yard  Special  Work 73 


ZD 


Exhibit  II. 

Paving. 

Summary 77 

Exhibit  III. 

Electric  Power  Distribution  System. 

Comprising  the  following  divisions: 

3-A     Overhead  Trolley  Construction 95 

3-B     Overhead  and  Underground  Feeders 165 

3-C      Underground  Conduit  and  Feeder  Poles 171 

3-D     Telephone  System 194 

Exhibit  IY. 

Cars  and  Car  Equipment. 

Comprising  the  following  divisions: 

4-A     Closed,  Electric,  Single-truck 200 

4-B     Closed,  Trailer,  Single-truck 200 

4-C      Semi-convertible,  Electric,  Double-truck 201 


4  CONTENTS. 

4-D     Open,  Electric,  Single-truck 201 

4-E     Grips,  Open,  Single-truck 202 

4-F     Open,  Cable  Trailer,  Single-truck 202 

4-G     Miscellaneous  Cars 202 

4-H     Sweepers,  Salters  and  Snow  Plows 203 

4-1       Work  Cars 203 

4-J      Trucks 205 

4-K     Electrical  Equipment 206 

4-L     ^Miscellaneous  Equipment  206 

General  Car  Specifications 207 

Exhibit  V. 

Power  Plants. 

Comprising  the  following  divisions: 

5-A     Cable  Power  Plant  Equipment 226 

5-B     Cable  Power  Plant  Buildings  Including  Stacks 242 

5-C      Electric  Power  Plant  Equipment 245 

5-D     Electric  Power  Plant  Buildings  Including  Stacks 260 

5-E     Electrical  Machinery  in  Cable  Power  House,  21st  and  State 

Streets 265 

o-F      Storage  Battery  and  Booster  Set 266 

5-G     Booster  set,  49th  Street  and  Oakley  Avenue 267 

5-H     Track  and  Wagon  Scales 267 

Exhibit  VI. 

Tools,  Implements  and  Machinery. 

Comprising  the  following  divisions: 

6-A  Printing  Office 272 

6-B  Power  Plant  Equipment,  7Sth  Street  Shops 273 

6-C  Blacksmith  Shop 274 

6-D  Wagon  Shop 275 

6-E  Frog  Shop 275 

6-F  Woodworking  Shop 276 

6-G  Motor  Repair  Shoj) 278 

6-H  Tinning  Shop 279 


CONTENTS.  5 

6-1  PaintShop 281 

6-J. .  Brass  Foundiy 282 

6-K  Machine  Shop ....  .282 

6-L  Patterns 285 

Exhibit  VII. 

Ojfice  Furniture  and  Fixtures. 
Summary 289 

Exhibit  VIII. 

Horses,  Wagons  and  Harness. 

Summary 313 

Exhibit  IX. 

Miscellaneous  Buildings  Other  than  Power  Houses. 

Summary 319 

Exhibit  X. 
Real  Estate. 
Summary 335 

Exhibit  XL 

Patent  Rights. 
Summary 360 

Exhibit  XII. 

Cable  Properties  Valued. as  part  of  an  Electric  Railway  System. 
Comprising  the  following  divisions: 

12-A   Cable  Track,  including  Vaults  and  Cable  Ropes 364 

12-B   Cable  Track  Special  Work 366 

12-C    Cable  Cars 366 

12-D  Cable  Power  Plants 367 

Exhibit  XIII. 
Franchises  and  Intangible  Values 373 


ANALYSIS 

of  the 

Premises  Adopted  and  the  Methods  Used 

in 

Determining  the    Present    Value    of  the    Physical 

Property   of  the   Chicago   City   Railway 

Company. 


The  schedules  of  tangible  property  submitted  by  the  com- 
pany were  divided  into  the  f ollo^Ying•  divisions :  Track,  Pav- 
ing, Electrical  Power  Distribution,  Cars  and  Car  Equipment, 
Power  Plants,  Shop  Tools  and  Machinery,  Office  Furniture 
and  Fixtures,  Horses,  Wagons  and  Harness,  Buildings,  Keal 
Estate,  Patent  Eights  and  Stores  and  Supplies. 

These  in  turn  were  subdivided  into  their  various  parts, 
Cable  Track,  Electric  Track,  Power  Plant  Machinery,  Power 
Plant  BuilclingS;  etc. 

The  grand  divisions  of  the  schedules  have  been  terrued  in 
this  report  ''Exhibit  I,"  "Exhibit  II,"  etc.,  and  the  subdi- 
visions of  the  grand  divisions  have  been  indexed  lA,  IB,  IC, 
etc.,  and  2A,  2B,  2C,  etc.,  depending  upon  whether  the  di- 
vision referred  to  forms  part  of  "Exhibit  I"  or  "II,"  etc. 

In  arriving  at  the  premises  by  which  to  determine  the  cost 
new  and  present  value  of  the  property,  each  division  of  each 
exhibit  was  discussed  and  the  following  basis  agreed  upon: 

EXHIBIT  I— TRACK. 

DIVISION  lA     CABLE  TRACK,  FIGURED  AS  PART  OF  AN  OPERATING 
CABLE  RAILWAY   SYSTEM. 

An  estimate  was  made  of  the  cost  (of  materials  and  labor 
only)  to  produce  the  property  new  to-day  to  which  was  added 
15%  for  organization,  engineering  and  incidentals. 


INTRODUCTION. 


In  depreciating,  the  conduit  was  figured  at  lOO^c  good.  The 
superstructure  was  depreciated  by  deducting  from  the  total 
cost  new  as  found  above  the  cost  to  restore  and  renew  the 
superstructure,  minus  its  scrap  value. 


DIVISION  IB -^  CABLE  TRACK  SPECIAL  WORK. 

For  the  reason  that  the  special  work  in  tracks  depreciates 
more  rapidly  than  the  remainder  of  the  track,  the  special 
work  has  been  taken  out  of  the  track  division  and  is  treated 
as  a  separate  division. 

Cable  track  special  work  is  divided  into  two  parts,  suh- 
sfriictiire  and  superstructure.  The  superstructure  constitutes 
tlie  regular  track  special  work  and  is  depreciated  upon  a  basis 
of  an  average  life  of  ten  years  at  10%-.  per  annum. 


CABLE  ROPES. 

The  cables  have  been  figured  at  their  cost  new  and  j)resent 
value  as  of  June  30,  1906. 

The  cost  new  and  scrap  value  were  determined  and  the 
wearing  value  of  the  cables  has  been  taken  as  the  difference 
between  tlie  first  cost  and  scrap  value.  From  information 
furnished  by  the  company  we  were  able  to  determine  the  ^'re- 
maining life"  in  each  cable  June  30,  1906. 


DIVISION  IC     ELECTRIC  TRACK. 

The  schedules  submitted  by  the  company  divided  the 
tracks  into  different  classes,  covering  different  weights  and 
types  of  rails  and  different  styles  of  construction. .  In  mak- 
ing this  report,  we  have  followed  practically  the  same  classi- 
fication. 

Kstimatos  in  detail  have  been  made  of  the  cost  (of  materials 
and  labor  only)  to  construct  new  today  the  various  types  of 
electric  track,  to  which  has  been  added  15%  for  organization, 
engineering  and  incidentals. 

In  depreciating  the  electric  tracks  they  were  divided  into 
two  parts,  rail  and  suljstructure. 

In  depreciating  the  rail,  three  principal  factors  have  been 
considered  : 


ANALYSIS  OF  PREMISES  AND  METHODS.  9 

(1)  The  wearing  life  in  the  head  of  the  raiL 

(2)  The  condition  of  the  wagon  tread  of  the  rail. 

(3)  The  condition  of  the  joints. 

All  lisli-plate  joints  were  depreciated  on  the  basis  that  in 
order  to  obtain  the  full  wearing  value  in  the  head  of  the 
rail,  it  would  be  necessary  at  some  time  to  renew  the  joints, 
which  depreciation  was  added  to  the  substructure  deprecia- 
tion. Where  the  wagon  tread  was  broken,  the  rails  were  de- 
preciated without  regard  to  the  remaining  life  in  the  head  of 
the  rail. 

Where  the  tram  of  the  rails  was  not  badly  worn  or  broken, 
the  present  value  of  the  rails  was  determined  by  the  amount 
of  wearing  value  that  remained  in  the  rail.  The  limit  of  life 
placed  upon  a  rail  was  when  the  head  of  the  rail  had  been 
worn  away,  so  that  the  height  of  the  remaining  head  above 
the  wagon  tread  or  above  the  bottom  groove  in  a  Trilby  rail 
was  five-eighths  of  an  incli.  The  difference  between  this 
height  and  the  original  height  of  the  head  above  the  wagon 
tread  has  been  termed  the  wearing  life. 

Dividing  the  value  of  the  track  to  be  depreciated  with  the 
rail,  by  the  number  of  sixty-fourths  constituting  the  wearing 
life  of  the  rail,  became  the  constant  for  applying  rail  depre- 
ciation according  to  the  number  of  sixty-fourths  worn  away. 
The  greater  part  of  the  track,  however,  had  a  wearing  life 
of  37/64  of  an  inch.  Measurements  were  taken  of  the  height 
of  the  head  of  the  rail  of  all  the  different  sections  of  track 
scheduled  with  specially  constructed  measuring  devices  gradu- 
ated with  a  vernier  to  read  to  sixty-fourths  of  an  inch.  A 
sufficient  number  of  readings  were  taken  in  each  section  of 
track  to  secure  an  average  height  of  rail,  and  from  the  aver- 
age height  of-  the  head  of  the  rail  so  determined,  the  scrap 
height  was  deducted,  the  remaining  number  of  sixty-fourths 
representing  the  number  of  times  the  constant  above  r(^ferred 
to  should  be  taken  in  determining  the  present  value  of  the  rail. 

The  above  method  of  depreciating  the  rail  took  Into  con- 
sideration the  actual  condition  of  the  rail  only,  and  Jias  no 
be.'iring  whatever  upon  the  life  of  the  track. 

In.  depreciating  the  substructure,  its  average  life  was  taken 
at  20  years,  A  general  examination  of  the  condition  of  the 
tracks  showed  that  a  large  i^ercentage  of  the  tracks  was  not 
ir  first  class  surface  and  alignment,  and  from  ihe  fact  ':hat  it 
was  difficult  to  represent  this  depreciation  by  a  method  of  cal- 
culation, it  was  determined  to  apply  a  depreciation  of  12 i% 
of  the  sul)structure   (or  21  years)   to  cover  tliis  deficiency. 


10  INTRODUCTION. 

Consequently  the  remaining  17^  years  were  iise<i  as  the  aver- 
age life  in  depreciating  the  substructure. 

DIVISION  ID-  ELECTRIC  TRACK  SPECIAL  WORK. 

For  the  reasons  explained  under  the  head  of  Cable  Track 
Special  Work,  Electric  Track  Special  Work  was  made  a  sep- 
arate division  and  depreciated  on  the  basis  of  an  average 
life  of  10  years. 

Unit  cost  estimates  were  made  covering  the  material  and 
labor  to  construct  new  each  piece  of  special  work  found  and 
the  ]:>resent  value  was  determined  by  applying  the  depreci- 
ation. 


DIVISION   IE     TRACKS   IN  CAR  HOUSES  AND  YARDS  AND   SERVICE 

TRACKS. 

These  were  measured  in  detail,  unit  estimates  were  iw\de  of 
the  cost  to  construct  new,  and  a  depreciation  was  applied, 
representing  the  average  depreciation  of  all  the  tracks. 

EXHIBIT  II— PAVING. 

From  the  fact  that  it  was  iinpossible  to  obtain  fro]n  the 
railroad  companies  or  any  other  source,  correct  information  as 
to  tlie  age  of  tl:e  pavements,  for  the  reason  that  no  records 
had  been  kept  of  the  dates  of  construction,  it  was  found  nec- 
essary to  depreciate  the  same  upon  its  condition  as  found  by 
inspection. 

EXHIBIT  III-  ELECTRIC  POWER  DISTRIBUTION  SYSTEM. 

DIVISION  3A-0VERHEAD  TROLLEY  CONSTRUCTION. 

Inspection  of  the  overhead  work  was  made  bj'  going  over 
all  the  lines,  noting  their  general  condition  and  character, 
and  at  different  points  making  detailed  inspections  and  re- 
ports, upon  which  value  of  the  whok^  has  been  estimated. 

The  overhead  trolley  has  been  divided  into  Poles,  Trolley 
Wire,  F(|uipment  for  Supporting  Trolley  AVire,  Curves  and 
Special  Work. 

The  average  life  of  iron  poles  has  been  taken  at  40  years. 


.-lA'.4Li'.s7.s"  OF  ['REMISES  ASD  METHODS. 


The  life  of  the  trolley  wire  has  been  based  upon  the  follow- 
ing: 

No.  1/0,  1  year  per  minute  of  average  headway  for  18 
hours. 

No.  2/0,  1^  years  per  minute  of  average  headway  for  18 
hours. 

After  a  thorough  inspection  of  the  trolley-wire  supporting 
equipment,  it  was  determined  that  these  parts  were  main- 
tained in  a  condition  equivalent  to  a  depreciation  of  20 7o. 


DIVISION  3B— OVERHEAD  AND  UNDERGROUND  FEEDERS. 

All  the  overhead  feeders  and  fixtures  have  been  checked  up 
by  actual  measurement  and  count,  and  the  vv^eights  of  copper 
and  insulation  deducted  from  such  measurements.  The  price 
of  copper  as  of  June,  1906,  was  applied  to  the  first-cost  esti- 
mates. The  poles,  fixtures,  etc.,  were  depreciated  20%  and 
an  average  depreciation  of  IV/c  per  annum  upon  the  cost  of 
the  feeders  and  labor  to  string  them  was  applied  to  cover 
the  depreciation  oC  the  insulation.  After  20  years  of  life  the 
depreciation  ceases. 


DIVISION    30— UNDERGROUND    CONDUIT    AND    FEEDER    POLES. 

In  arriving  at  the  cost  new  of  the  manholes,  ducts  and 
cables,  the  actual  cost  was  estimated  to  construct  and  install 
them  at  the  present  time.  To  this  was  added  15 7^^  for  organ- 
ization, engineering  and  incidentals,  and  this  total  was  taken 
as  the  cost  new. 

In  arriving  at  the  present  value  the  following  rates  of  de- 
preciation were  established : 

Manholes  -  1%         per  annum 

Ducts  1% 

Pipe  3-1/3%    " 

Insulated  cables  4%-  ^'         '' 

Bare  cable  no  depreciation. 


EXHIBIT  IV— CARS  AND  CAR  EQUIPMENT. 

In  arriving  "at  the  cost  new  and  present  value  of  the  cars 
they  were  divided  into  groups  according  to  the  type,  style, 
maker  and  age.  A  typical  car  was  taken  from  each  of  these 
groups  and  thoroughly  inspected,  and  a  general  specification 


12  INTRODUCTION. 

made  of  ilie  car.  These  specifications  were  submitted  to  car 
manufacturers  and  costs  new  obtained  for  the  car  bodies,  to 
which  was  added  5%  for  organization,  engineering  and  inci- 
dentals. A  thorough  inspection  was  made  of  each  group  of 
cars  and  a  per  cent  depreciation  applied,  based  upon  their 
age,  type  and  general  condition  for  service. 

The  grip  cars  and  trailers  for  cable  oi^eration  were  valued 
as  part  of  an  operating  cable  railway  and  a  present  value 
was  also  established  for  these  cars,  as  if  used  as  part  of  an 
electric  railwav. 


EXHIBIT  V— POWER  PLANTS. 

In  estimating  the  cost  new  of  power  plants,  unit  estimates 
were  made  of  the  cost  to  reproduce  each  power  plant  today, 
to  which  was  added  10%  for  organization,  engineering  and  in- 
cidentals. To  arrive  at  the  present  value  of  the  plants,  the 
following  annual  rates  of  depreciation  have  been  used  as  a 
basis.  Apparatus  has  been  depreciated  at  these  rates  down 
to  20%  of  the  wearing  value,  the  wearing  value  being  deter- 
mined by  deducting  the  scrap  value  from  the  cost  new.  All 
power  plant  equipment  has  been  considered  as  worth  20%  of 
its  wearing  value  as  long  as  it  is  in  operating  condition.  When 
these  rates  of  depreciation  are  applied  to  the  cable  power 
plants,  they  are  considered  as  part  of  an  operating  cable  rail- 
way. 

POWER  PLANT  DEPRECIATION. 

Engines,  Corliss,  slow-speed 3  to 

Engines,  automatic,  ligliting 5  to 

Generators,  direct-connected,  modern  

Generators,  belted  (depending  on  date) 5  to 

Traveling  cranes 

Switchboards  and  all  wiring 

Piping 

Pumps  .  , 

Heaters,  closed   6  to 

Heaters,  open   

Breeching  and  connections,  brick 

Breeching  and  connections,  iron 

Boilers  and  settings,  horizontal  tubular 

Boilers  and  settings,  water-tube 3.5% 


5 

% 

10 

•■^f^ 

5 

% 

10 

% 

9 

% 

0 

% 

3.5% 

5 

% 

10 

% 

3 

% 

5 

% 

10 

% 

10 

% 

ANALYSIS  OF  PREMISES  AND  METHODS.  13 

Grates 10    % 

Coal-liandliiig  maeliineiy 6    % 

Asli-liaiidling   machinery   8    % 

Combined  coal  and  ash-handling  machinery 7    % 

Storage  bins,  steel .']  to  10    % 

Miscellaneous    items   5    % 

Stokers :  The  fixed  parts  depreciate  very  little 
and  the  moving  parts  and  grates  very  rapidly. 
As  the  moving  parts  are  renewed  and  maintained 
in  good  condition  all  stokers  in  operation  have 
been  depreciated    25    % 

CABLE-WINDING  MACHINERY. 

In  placing  a  valne  on  the  cable-winding  machinery,  the  nec- 
essary shafting,  gears,  clutches,  winding-drums,  pulleys,  ten- 
sion carriages,  etc.,  to  drive  one  cable  from  the  power  house, 
has  been  considered  as  one  set  of  cable-winding  machinery. 
The  weight  of  the  cable-winding  machinery  in  the  21st  and 
State  street  power  house  has  been  obtained,  and  its  value 
arrived  at  by  applying  a  unit  price  per  pound  for  the  various 
classes  of  cable  machinery  in  that  power  house.  This  value 
has  then  been  reduced  to  a  price  per  cable  driven  from  the 
house. 

The  Poole  Engineering  and  Machine  company,  who  in- 
stalled the  cable  machinery  in  the  cable  power  houses  of  the 
Chicago  City  Railway  company,  have  quoted  a  value  on  their 
original  installations,  which  checks  very  closely  with  the  unit 
price  per  cable  set  as  above  determined. 

Considerable  changes  and  repairs,  with  the  installation  of 
dilTerential  winding  drums,  have  been  made  at  each  of  the 
cable  houses,  since  the  original  installations,  the  last  changes 
being  two  new  drums  at  the  55th  street  and  Cottage  Grove 
avenue  power  house  in  1900,  and  a  complete  change  in  shaft- 
ing and  drive  at  the  21st  and  State  street  power  house  in 
1899,  and  gears  in  1903. 

The  average  depreciation  as  placed  on  the  cable-winding 
machinery  is  from  1903. 

Eoney  stokers  were  installed  in  the  cable  plants  in  1888. 

EXHIBIT  VI— TOOLS,  IMPLEMENTS  AND  MA- 
CHINERY. 

This  exhibit  covers  miscellaneous  tools,  implements  and  ma- 
chinery in  shops,  printing  office  and  various  pla(^es,  all  of 
which  have  been  carefully  inventoried  and  appraised. 


14  INTRODUCTION. 


EXHIBIT  VII— OFFICE  FURNITURE  AND  FIXTURES. 

An  iiRentory  in  detail  lias  been  made  of  all  office  furniture 
and  fixtures,  law  books,  etc.,  and  a  present  value  determined 
for  them. 


EXHIBIT  VIII— HORSES,  WAGONS  AND  MISCEL- 
LANEOUS. 

In  arriving  at  the  valuation  of  the  horses  owned  by  the 
company,  each  horse  was  carefully  examined  by  two  expert 
horsemen,  vdio  placed  a  present  value  upon  it. 

EXHIBIT  IX— BUILDINGS. 

In  arriving  at  the  cost  new  and  present  value  of  buildings, 
an  efficient  corps  w^as  sent  in  the  field  to  each  building;  meas- 
urements were  made  and  a  detailed  inventory  taken  of  the 
kind  and  amounts  of  material  contained  in  them.  This  data 
was  turned  over  to  estimators,  who  applied  current  prices 
for  materials  and  labor.  To  this  value  w^as  added  15%  for 
organization,  engineering  and  incidentals,  and  this  total  was 
taken  as  the  cost  new.  In  depreciating  the  buildings,  an  an- 
nual depreciation  of  X^^^c  was  a]iplied. 

EXHIBIT  X— REAL  ESTATE. 

In  arriving  at  the  value  of  the  real  estate,  comprising  the 
land  only,  scheduled  by  the  com.pany,  the  services  of  Joseph 
Donnersberger,  an  expert  on  real  estate  valuations,  was  se- 
cured and  the  valuations  submitted  herewith  are  the  ones  de- 
termined by  him. 

EXHIBIT  XI— PATENT  RIGHTS. 

The  company  own  a  number  of  patent  rights  and  have  pur- 
chased the  right  to  use  others  covering  devices  used  in  the 
operation  of  the  railway.  The  value  placed  upon  them  l)y 
the  company  is  considered  fair  and  has  been  accepted. 


EXHIBIT  XII— VALUATION  OF  CABLE  PROPERTY 
AS  PART  OF  AN  ELECTRIC  RAILWAY  SYSTEM. 

For  full  explanation  see  detail  in  exhibit. 


TABLE  OF  VALUATIONS.  15 


GENERAL  SUMMARY  OF  PHYSICAL  PROPERTY. 


Cost  New  Present  Value 

1  Track $6,455,462.00     $4,568,062.00 

2  Paving  (See  below) 

3  Electric    Power    Distribution 

System 1,750,478.00  1,448,259.00 

4  Cars  and  Car  Equipment 5,784,875 .  00  4,550,137 .  00 

5  Power  Plants 2,359,582.00  1,609,469.00 

{Tools,     Implements       a  n  d 
Machinery. 247,407 .  00  198,183 . 00 
Stores,    Supplies  and    Float- 
ing Tools 521,258.00  521,258.00 

7  Office   Furniture  and  Fixtures  46,180.00  46,180.00 

8  Horses,    Wagons  and   Miscel- 

laneous   29,110.00  29,110.00 

9  Buildings    and   Miscellaneous 

Structures 1,309,704.00         1,149,205.00 

10  Real  Estate  (Land) 1,095,366.00         1,095,366.00 

11  Patent  Rights 41,268.00  41,268.00 

Total  of  Exhibits  1  and  3  to 

11,  inclusive $19,640,690.00     $15,256,497.00 

12  Legal      Expenses,      Carrying 

Charges,     Brokerage      and 

Contingencies  @  10% 1,964,069.00         1,525,650.00 

$21,604,759.00     $16,782,147.00 
2       Paving,  Physical  Value ...  .         2,283,826.00         1,832,558.00 

Grand  Total $23,888,585.00     $18,614,705.00 


EXHIBIT  1 

TRACK 


EXHIBIT  I. 

TRACK. 

Comprising  the  following  divisions  : 

l-A  CABLE    TRACK,    EXCLUSIVE   OF    SPECIAL  WORK. 

1-B  CABLE    TRACK  SPECIAL   WORK. 

l.C  ELECTRIC    TR.\CK,   EXCLUSIVE   OF    SPECIAL   WORK. 

1-D  ELECTRIC   TRACK   SPECIAL  WORK. 

1-E  TRACKS   IN   CAR  HOUSES  AND    YARDS  AND   SERVICE   TRACKS. 

1-F  CAR  HOUSE   AND  YARD   SPECIAL   WORK. 


SUMMARY. 

Cost   New  Present  Value                        a,- 

Cable Track,Exclusm-ofSpe:'ialWork     $2,586,677.00  $1,895,939.00   7*^' ^  j^ 

Cable  Track  Special  Work 59,271.00  53,761.00    ^bJfi 

Electric  Track,   Exclusive  of  Special  q  . 

Work 2,911,462.00  2,043,224.00    1  f  r  0 

Electric  Track  Special  Work 609,525.00  365,715.00  Lb  Jo 

Track  in  Car  Houses,  Yards,  etc 165,030.00  135,325.00  ^•i.'/o 

Car  House  and  Yard  Special  Work..  .          123,497.00  74,098.00  f,^ 

$6,455,462.00  $4,568,062.00 


EXHIBIT  I,  SECTION  l-A. 

CABLE  TRACK. 


SUMMARY. 


Cost  New  Present  Value  i  -^  (5 


Cable  Track  without  Special  Work. .     $2,493,879.00     $1,858,929.00 
Cable  Ropes 92,798.00  37,010.00 


$2,586,677.00    $1,895,939.00 


20  EXHIBIT  I.  SECTION  1-A. 


UNIT  COST  ESTIMATE  TO  BUILD  ONE   MILE  OF  CABLE  TRACK. 

Excavation 3,920       cu.  yds.  @  $1.25  $  4,900.00 

Concrete 1,382         "       "     "      6.50  8,983.00 

Yokes 1,320                      "     5.25  6,930.00 

Chairs  and  clips 2,640                      "       .90  2,376.00 

Track  rails,  85.  lbs.  per  yd.        133.57  tons         "   41.00  5,476.37 

Slot  rail,  62  lbs.  per  yd...           97.42    "             "41.00  3,994.22 

Rail  joints,  cast  welded  ..  .        336                      "     5.50  1,818.00 

Slot  joints 33^)                      "       .20  67.20 

Bolts 16,000       lbs.          "       .035  560.00 

Tie  rods  and  keys 2,640                      "       .30  792.00 

Manhole  covers  and  frames, 

165  @  400  lbs 66,000       lbs.          "       .02  1,320.00 

Sand  plates 2,640                      "      1.25  3,300.00 

Carrying  wheels 165                       "      6.00  990.00 

Planking,  oak 30,000       ft.            "    30.00  900.00 

Hauling  iron 449       tons         "      1.00  449.00 

Yoke  wedges  and  shims  .  .  225.00 

Grip  hatches,  3  per  mile  .  .                                   "    67.72  203.16 

Hand  pick-ups,  1^  per  mile                                    "    40.00  60.00 

Track  laving 5,280       it.           "      1.00  5,280.00 

Public  safety 600.00 

15  catch   basins   and   pipe 

connecting  to  same  ....  "  40.00  600.00 
Relaying  pavement  outside 

of  right  of  way 880       sq.  yds.   "      1.25  1,100.00 

$50,953.95 
Cost  per  foot  to  use  in  curve  track  deduction—. $9.65 

Proportion  to  add  for  curve  construction,  per  mile  .  .  $      972.00 

"     "       "  vault           "                 "           "  3,551.00 

$55,47;^95 

Add  for  underground  obstructions 7,000.00 


5,477.00 
Organization,  engineering  and  incidentals,  15% 9,372.00 

Cost  Xew  Per  Mile  of  Single  Track $71,849.00 

Deduct  cost  to  renew  (depreciation) 18,293.00 

Total  Present  Value  Per  Mile $53,556.00 

Cost  New  34.71  miles  of  cable..©     $71,849.00    $2,493,879.00 

Present  Value    34.71  miles  of  cable. .  @       53,556.00    $1,858,929.00 


UNIT  COST  ESTIMATES— CABLE  TRACK. 


COST  TO  RESTORE  ONE   MILE  OF  CABLE  TRACK. 

Track  rails 133.57       tons       @  $41.00     S  5,476.37 

Slot  rails  (25%  of  97.42  tons)     24.35  "         "     41.00  998.35 

Rail  joints 336  "       4.50         1,512.00 

Sand  plates  (10%  of  2,640)    264  "       1.25  330.00 

Bolts 11,000  "        .035  385.00 

Tie  rods  and  keys  (50%  of 

$792.00) 396.00 

Manhole  covers,   (66%   of 

66,000  lbs.) 43,560  lbs. 

Yoke  wedges  and  shims.    .  , 

Chairs  and  clips 2,640  " 

Teaming,  rails  and  iron  .. .     171  tons         " 

Pavement,  4,690  sq.  yds., 

(labor  and  small  material) 
Labor 5,280  feet 


Organization,  engineering  and  incidentals, 

15% 

Total $20,385.00 


SCRAP  VALUE  OF  PARTS  RESTORED. 

Track  rails 125       tons   @  $11.00     $  1,375.00 

Slot  rails 24.35     "       "      11.00  267.85 

336  joints 17          "       "     10.00  170.00 

Covers,  bolts,  etc.        25          "       "      10.00  250.00 

$  2,063.00 
Scrap  machinery  in  idle  vaults, 

2.9  tons  @  $10.00 29.00 


.02 

.90 
1.00 

871.20 

225.00 

2,376.00 

171.00 

.50 
.50 

2,345.00 
2,640.00 

$17,725.92 

2,658.89 

$  2,092.00 
Deduct  scrap  value 2,092.00 


Cost  to  Restore  One  Mile  of  Cable  Track  .  $18,293.00 


EXHIBIT  I.  SECTION  1-A. 


LOCATION  AND  LINEAR  FEET  OF  CABLE  CURVES. 

4  curves  State  street  loop 320  feet 

4        "       Wabash  avenue  loop 320  " 

2        "       Wabash  avenue  and  22nd  street 160  " 

2        "       Cottage  Grove  avenue  and  22nd  street.  124  " 
2        "       Cottage  Grove  avenue  and  Oakwood 

blvd 200  " 

2        "       Cottage  Grove  avenue  and  55th  street.  230  " 

4        "       Lake  avenue  loop 320  " 

1,674  feet 

UNIT  ESTIMATE  OF  CURVE  CABLE  TRACK  CONSTRUCTION. 

Cost  per  foot  of  cable  curve  to  construct  new $30 .  00 

Less  cost  of  straight  track  construction  per  foot 9.84 

$20.16 
1,674  linear  feet  of  curve  track  (T/   $20. 16= $33,747.84 

Average  Cost  Per  Mile  to  add  =  33,747. 84= $972.00 

34.71 


UNIT  COST  ESTIMATES— CABLE  TRACK.  23 

MACHINERY  IN  VAULTS  AND  TUNNELS. 

SUMMARY. 

State  and  39th  St 2  Vaults  $1,915.00 

Cottage  Grove  Ave.  and  39th  St 2        "  1,423.00 

52nd  and  State  Sts 1        "  2,454 .  00 

63rd  and  State  Sts 2        "  650.00 

Cottage  Grove  Ave.  and  71st  St 1        "  679.00 

Cottage  Grove  Ave.  and  55th  St 1        "  4,200.00 

21st  St.  and  Wabash   Ave 1        "  2,285.00 

21st  St.  to  Wabash  Ave Tunnel  145.00 

State  and  21st  Sts 1  Vault  9,293 .  00 


Total  Cost  New,  Machinery $23,044 .  00 

Total  Cost  Neiv,  Vaults 100,198.00 


Total  Cost  New,  Vaults  and  Machinery $123,242.00 

Total  number  of  miles  of  cable  track 34 .  71 

Cost  of  Vaults  Per  Mile,  to  add  to  unit  estimate 

of  cable  track  = .123,242=^ $3,551.00 

34.71 


MACHINERY  IN  VAULTS— CABLE  SYSTEM. 

VAULTS— STATE  AND  39TH  STREETS. 

Vault  No.  1: 

1  12-ft.  sheave $215 .  00 

2  7-15/16-in.  sheave  bearings 389.00 

1  7-15/16-in.  shaft,  5  ft.  long 40.00 

$644 . 00 
Vault  No.  2: 

1  12-ft.  sheave $215 .  00 

4  7-15/16-in.  bearings 778.00 

2  7-15/16-in.  shaft,  5  ft. long 80.00 

1  6-ft.  sheave 48.00 


,121.00 


$1,765.00 
Labor,  erecting  machinery 150. 00 


Cost  New. ...'. $1,915 .  GO 


24  EXHIBIT  I,  SECTION  1-A. 


VAULTS— COTTAGE  GROVE  AVENUE  AND  39TH  STREET. 

Vault  No.  1: 

1  12-ft.  sheave $215.00 

2  7-15/16-in.  bearings 389 .  00 

1  7-15/16-in.  shaft,  5  ft.  long 40 .  00 

7  12-in.  sheaves 35 .  00 

$679.00 
Vault  No.  2: 

1  12-ft.  sheave $215.00 

2  7-15/16-in.  bearings 389 .  00 

1  7-15/16-in.  shaft,  5  ft.  long 40 . 00 


$644.00 

$1,323.00 
Labor,  erecting  machinery 100 .  00 

Cost  New $1,423 .00 


VAULT— 52ND  AND  STATE  STREETS. 

4  12  ft.  sheaves @  $215.00  $860.00 

4  6-in.  shafts,  5  ft.  long 70 .  00 

4  6-in.  top  journal  bearingsl        „et               (oj     250  00  1  000  00 

4  6-in.  step  bearings             jP^^  ®^^ ^     ^t»U .  UU  1,UU0 .  00 

10  12-in.  wheels  ) 

10  1-in.  shafts,  each  li  ft.  V "          5.00  50.00 

20  1-in.  bearings  \ 

4  5-ft.  sheaves «        40.00  160.00 

4  2J-in.  shafts,  4  ft.  long 16.00 

8  2|-in.  bearings 32 .  00 

4  cable  clamps 16 .  00 

$2,204 .  00 

Labor,  erecting  machinery 250 .  00 

Cost  New $2,454 .  00 


MACHINERY  IN  CABLE   VAULTS.']  25 


TWO  VAULTS— 63RD  AND  STATE  STREETS. 

1  12-ft.  sheave (a,  $215.00 

1  6-in.  shaft,  6  ft.  long 

1  6-m.  top  journal  bearing} 

1  6-in.  step  bearing  | 

1  U  frame,  1  ft.  sq.,  H-in.  metal " 

1  40-in.  wheel " " 

1  21-in.  shaft,  2  ft.  long " 

2  2|-in.  bearings " 

4  12-in.  wheels  ] 

4  IJ-in.  shafts,  1  ft.  long     [ "  5.00  20.00 

8  l^-in.  bearings  J 


!15.00 

$215.00 

22 .  00 

250 . 00 

35 .  00 

35 .  00 

21.00 

21.00 

4.00 

4.00 

4.00 

8.00 

$575 . 00 
Labor,  erecting  machinery 75.00 


Cost  New $650  00 

VAULT— COTTAGE  GROVE  AVENUE  AND   71ST  STREET. 

1  12-ft.  sheave @  $215 .  00    $215 .  00 

1  6-in.  shaft,  5  ft.  long 

1  6-in.  top  journal  bearing  [ 

1  6-in.  step  bearing  j 

2  40-in.  sheaves " 


2  21-in.  shafts,  4  ft.  long. . 

4  2^-in.  bearings 

1  24-in.  sheave 

1  IHn.  shaft,  4  ft.  long. . . 

2  l^-in.  bearings 

1  U-frame  for  r2-ft.  wheel. 


Labor,  erecting  machinery 

Cost  New $679 .  00 


20.00 

250.00 

21.00 

42.00 

4.00 

S.OO 

4 .  00 

16.00 

15.00 

15.00 

1 .  00 

1.00 

1 .  00 

2.00 

35.00 

35.00 

$604.00 

75.00 

26  EXHIBIT  I,  SECTION  1-A. 


VAULT— COTTAGE  GROVE  AVENUE  AND  55TH  STREET. 

7  12-ft.  sheaves %  $215 .  00  $1,505 ,  00 

7  6-in  shafts,  each  6  ft.  long 150.00 

7  6-in.  top  journal  bearingsl .      250.00  1,750.00 

/  6-m.  step  beanngs            J  ' 

1  U-frame "        35 .  00  35 .  00 

4  40-in.  sheaves '•        21 .  00  84 .  00 

4  3-in.  shafts,  3*  ft.  long "          4 .  00  16 .  00 

8  3-in.  bearings "          4 .  00  32 .  00 

1  5Mt.  sheave ■'        45 .  00  45 .  00 

1  4-in.  shaft "          5.00  5.00 

1  sewer  pump "        50 .  00  50 .  00 

2  4-in.  bearings "          6 .  00  12 .  00 

2  15-in.  wheels  \ 

2     1-in.  shaft,  IJ  ft.  - "          6 .  00  12 .  00 

4    1-in.  beanngs        ) 

6  cable  clamps,  80  lb "          4.00  24.00 

16  12-in.  wheels  ) 

16    1-in.  shafts,  U  ft.  - "          5 .  00  80 .  00 

32     1-in.  bearings  ) 

$3,800 .  00 

Labor,  erecting  machinery 400.00 

Cost  Neiv * $4,200.00 

VAULT— 21ST  STREET  AND  WABASH  AVENUE. 

4  12-ft.  sheaves @  $215.00  $    860.00 

4  6-in.  shafts,  6  ft.  long 85.00 

4  e-in.  top  journal  bearingsl ..     ^50. 00  1,000.00 

4  6-m.  step  beanngs  J 

4  U  arms '       35. 00  140. 00 

$2,085.00 

Labor,  erecting  machinery 200.00 

Cost  New $2,285.00 

TUNNEL— 2IST  STREET,  CONNECTING  STATE   STREET  AND 
WABASH  AVENUE. 

24  12-in.  wheels )  ^r  t^r, 

24  1-in.  shafts,  2  ft.  long -@    ^^^^  _     ^_  „„ 

48  1-in.  bearings j       complete  $     120.00 

Labor,  erecting  machinery 25.00 

Cost  New $145 .  00 


MACHINERY  IN  CABLE   VAULTS. 


27 


VAULT— STATE  AND  21ST  STREETS. 

13  r2-ft.  sheaves @  .S215.00 

2  8-in.  shafts,  6  ft.  long 

4  6-in.  shafts,  4  ft.  long 

7  6-in.  shafts,  6  ft.  long 

11  6-in.  top  journal  bearings   | 
11  6-in.  step  bearings.  | 

2  8-in.  top  journal  bearings   | 
2  8-in.  step  bearings  J 

4  U  arms 

8  12-in.  wheels              ) 
8  1-in.  shafts,  each 2 ft.   - 

16  1-in.  bearings ) 

2  15-in.  wheels 

2  l^-in.  shafts,  2  ft.  long 

4  l^-in.  bearings 


f 


$2,795.00 

72.00 

57.00 

149.00 

(«     250 .  00    per  set     2,750 .  00 


389 . 00 
35.00 

5.00 
6.00 


778.00 
140.00 

40 .  00 
12.00 


$8,693.00 
Labor,  erecting  machinery 600.00 


Cost  New 


$9,293.00 


28 


EXHIBIT  I.  SECTION  1-A. 


VAULT  AND  TUNNEL  CONSTRUCTION. 

SUMMARY. 

Cottage  Grove  Ave.  and  39th  St Vault  No.  1     $     2,730.00 

Cottage  Grove  Ave.  and  39th  St "       "  2  1,417.00 

State  St.  and  39th  St "       "  1  776.00 

State  St.  and  39th  St "       "  2  3,277.00 

State  St.  and  52nd  St 6,364 .  00 

Lake  Ave.  and  55th  St 6,431 .  00 

Cottage  Grove  Ave.  and  22nd  St 11,707.  00 

Cottage  Grove  Ave.  and  71st  St 2,318.00 

Wabash  Ave.  and  Madison  St 4,337.00 

State  and  21st  Sts 5,597.00 

Cottage  Grove  Ave.  and  55th  St 18,336 .  00 

State  and  Madison  Sts 4,840.00 

Jefferson  Ave.  and  55th  St 3,296. 00 

Wabash  Ave.  and  21st  St 2,390 .  00 

State  and  22nd  Sts 6,515.00 

State  and  63rd  Sts Vault  No.  1  3,362.00 

State  and  63rd  Sts "       "  2  375 .  00 

State  St.  and  Wabash  Ave.  at  21st  St.   .  .Tunnel  7,313.00 

State  St.  Power  House  to  Archer  Ave..    .      "  8,817.00 

Total  Cost  Neic $100,198 .  GO 


VAULT  NO.  1— COTTAGE  GROVE  AVENUE  AND  39TH  STREET. 

Masonry : 

Shoring  and  bracing 

Excavation 710  cu.  yds.  @  $  1 .  00 

Backfill 81  cu.  yds. 

Concrete  floors    .  492  cu.  ft. 
Brick  arches,. . .  .  16.8  M  brick. 
Rubble  masonry    110  cu.  yds. 


$264 . 00 

1.00 

710.00 

.30 

24.00 

.30 

148.00 

18.50 

294 . 00 

7.10 

781.00 

Structural  steel,  I  beams,  9,965  lb.    @ 
Pumping,  bailing  and  contingencies .  . 


.03 


$2,221.00 
359 . 00 
150.00 


Cost  New $2,730.00 


VAULT  AND  TUNNEL  CONSTRUCTION.  29 


VAULT  NO.  2— COTTAGE  GROVE  AVENUE  AND  39TH  STREET. 

Masonry,  including  shoring,  ])racing  and  excavation  .  .  .  $1,142.00 

Structural  steel. 175 . 00 

Pumping,  bailing  and  contingencies 100.00 

Cost  New $1,417 .  00 

VAULT  NO.   l  —  STATE  AND  39TH  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation  ...  %    634.00 

Structural  steel 92 .  00 

Pumping,  bailing  and  contingencies 50 .  00 

Cost  New $    776 .  00 

VAULT  NO.  2— STATE  AND  39TH  STREETS. 

Masonrv,  including  shoring,  bracing  and  excavation. . . .  S2,741 .00 

Structural  steel 386 .  00 

Pumping,  bailing  and  contingencies 150.00 

Cost  New $3,277.00 

STATE  AND  52ND   STREETS. 

Masonrv,  including  shoring,  bracing  and  e-xcavation  .  .  .  .$5,048 .  00 

Structural  steel 1,016.00 

Pumping,  bailing  and  excavation 300.00 

Cost  New $6,364  00 


LAKE  AVENUE  AND  55TH  STREET. 

Masonry,  including  shoring,  bracing  and  excavation  .  .  .  $5,063.00 

Structural  steel _ 1,068.00 

Pumping,  bailing  and  contingencies 300.00 

Cost  New $6,431.00 

COTTAGE  GROVE  AVENUE  AND  22ND   STREET. 

Masonry,  including  shoring,  bracing  and  excavation  .  ,  .  $9,350.00 

Structural  steel 1,957 .  00 

Pumping,  bailing  and  contingencies 400.00 

Cost  New $11,707,00 


30  EXHIBIT  I.  SECTION  1-A. 


COTTAGE  GROVE  AVENUE  AND  71ST  STREET. 

Masonry,  including  shoring,  bracing  and  excavation  .  .  .     $1,865.00 

Structural  steel 343 .  00 

Pumping,  bailing  and  contingencies 100.00 

Cost  New $2,308 .  GO 

WABASH  AVENUE  AND   MADISON  STREET. 

Masonry,  including  shoring,  bracing  and  excavation  .  .  .     $3,764.00 

Structural  steel V 373.00 

Pumping,  bailing  and  contingencies 200.00 

Cost  New $4,337 .  GO 

21ST  AND  STATE  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation  .  .  .  $4,419 .  00 

Structural  stt^l 185 .  00 

Carpentry 793 .  00 

Pumping,  bailing  and  contingencies 200.00 

Cost  New $5,597 ,  GG 

COTTAGE  GROVE  AVENUE  AND  55TH  STREET. 

Masonry,  including  shoring,  bracing  and  excavation  .  .  $13,373.00 

Structural  steel 4,421 .  00 

Carpentry 142 .  00 

Pumping,  bailing  and  contingencies 400.00 

Cost  New $18,336 .  GG 

STATE  AND   MADISON  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation $4,247 .  00 

Structural  steel 393 .  00 

Pumping,  bailing  and  contingencies 200.00 

Cost  New $4,84G.GG 

55TH  STREET  AND  JEFFERSON  AVENUE. 

Masonry,  including  shoring,  bracing  and  excavation $3,036 .  00 

Structural  steel 110 .  00 

Pumping,  Imiling  and  contingencies 150.00 

Cost  New $3,296 .  GG 


VAULT  AXD  TUXXEL  COXSTRUCTIOX.  31 


WABASH  AVENUE  AND  21ST  STREET. 

Masonry,  inclucliiif^  shoring,  bracing  and  excavation.  .  .  .  $1,785.00 

Structural  steel 505 .  00 

Pumping,  bailing  and  contingencies 100.00 

Cost  New $2,390  GO 

STATE  AND  22ND  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation .$5,409.00 

Structural  steel 806 .  00 

Pumping,  bailing  and  contingencies 300.00 

Cost  New $6,515 .  00 

VAULT  NO.  1— 63RD  AND  STATE  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation.  . .  .  $3,131.00 

Structural  steel.  .  ^ 81 .00 

Pumping,  bailing  and  contingencies 150,00 

Cost  New $3,362  00 

VAULT  NO.  2.— 63RD  AND  STATE  STREETS. 

Masonry,  including  shoring,  bracing  and  excavation. .  .  .  $314.00 

Structural  steel T 11 .  00 

Pumping,  bailing  and  contingencies 50.00 

Cost  New $375 .  00 

TUNNEL  FROM  STATE  STREET  TO  WABASH  AVENUE  AT  21ST  STREET 

Masonry,  including  shoring,  bracing  and  excavation.  .  .  .  $5,417.00 

Structural  steel.  .  ^, '. 1,646.00 

Pumping,  bailing  and  contingencies 250.00 

Cost  New $7,313.00 

TUNNEL  IN  STATE  STREET  FROM  POWER  HOUSE  TO  ARCEER 

AVENUE. 

Masonry,  including  shoring,  bracing  and  excavation. .  .  .  $8,377.00 

Structural  steel ! 140. 00 

Pumping  and  bailing  and  contingencies 300.00 

Cost  New $8,817  00 


32 


EXHIBIT  /,  SECTION  1-A. 


CABLE  ROPES. 


The  cables  have  been  figured  for  their  cost  new  and  their  present 
vahie  as  of  June  30,  1906. 

The  cables  used  are  l|-in.  in  diameter,  steel  strand,  hemp  core 
and  weigh  3  lbs.  per  foot. 

The  cost  new  price  was  quoted  by  Jno.  A.  Roebling's  Sons'  Com- 
pan}"  @  .1.30  per  foot  or  ten  cents  per  pound.  This  figure  is  strong 
and  we  have  taken  this  price,  ten  cents  per  pound,  as  the  cost  in 
the  track. 

From  information  received  from  the  traction  companies  and 
from  scrap  iron  dealers,  we  arrive  at  a  price  of  $10.00  per  ton  for 
scrap  cables  on  reels  at  the  power  houses. 

In  making  our  calculations  we  have  reduced  our  price  figures  to 
mills,  giving  figures  easy  to  work  and  easy  to  reduce  to  decimals  of 
a  dollar. 

First  cost  of  cables  equals  100  mills  per  pound  and  300  mills  per 
foot. 

The  scrap  value  at  $10.00  per  ton  equals  5  mills  per  pound  and  15 
mills  per  foot. 

The  wearing  value  of  the  cable  has  been  taken  as  the  difference 
between  the  first  cost  and  scrap  value,  or  285  mills. 

These  two  factors,  total  wearing  value  per  foot  of  cable,  285  mills, 
and  the  scrap  value  per  foot  of  cable,  15  mills,  have  been  used 
throughout  the  calculations  in  determining  the  present  value  of  the 
cables. 

'From  information  furnished  by  the  Company  we  were  able  to  de- 
termine the  "remaining  life"  in  each  cable  on  June  30,  1906. 


CABLE  ROPE  DATA. 


Rope 
Juinber 

Date  of 

Installation    of 

Cables  in  use 

June  30, 

1906 

Average  Wear- 
ing Life  of 
Cables,  Days 

Second-hand 

Cables. 

Remaining  Life 

when 

Installed 

Wearing  Life 

Remaining  in 

Cables,  June 

30,  1906 

% 

of  Wearing 

Life 
Remaining 

1 

April  28 

90 

27 

30.0 

2 

May  4 

229 

172 

75.1 

3 

April  14 

92 

15 

16.3 

4 

March  6 

114 

0 

8 

May  21 

280* 

115* 

75 

65.2 

9 

May  16 

280* 

125* 

80 

64.0 

10 

April  19 

150 

78 

52.0 

11 

May  26 

223 

188 

84.3 

12 

June  7 

167* 

60* 

37 

61.6 

*S3Conil-liand  Cables.     Weight  of  Cables  3  lb.  per  foot. 


CABLE  ROPES. 


33 


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34  EXHIBIT  I,  SECTION  1-B. 


EXHIBIT  I,  SECTION  1-B. 

CABLE  TRACK  SPECIAL  WORK. 

SUMMARY. 

Substructure        Special  Work 

Double-track   branch-off,    Cottage   Grove 
Ave.  and  55th  St $4,186.00       $1,534.00 

Cable  turnouts.  State  and  39th  Sts  (2) ....      2,384 .  00  700 .  00 

Cable  crossovers  (2  turnouts)  ....  (9) .  .  .  .    21,456.00  6,255.00 

Cable  turnouts (8) .  .  .  .    11,536.00  2,800.00 

Single-track  Ijranch-off 689 .  00 


,562.00     $11,978.00 
Organization,  engineermg and  hicidentals  ..     5,934.00  1,797.00 

15%  


i,496.00      $13,775.00 
Substructure,  cost  new. $45,496.00 

Special  work,  cost  new 13,775 .  00 


Total  Cost  New $59,271 .  00 

Conduit  and  substructure  have  no  depreciation. 
Sul^structure,  cost  new,  $45,496.00,  no  depreciation. 

Present  Value $45,496 .  00 

Special  work,  cost  new,  $13,775.00,  depreciation,  40%. 

Pn^sent  Value 8,265 .  00 


Total  Present  Value $53,761 .  00 

Note:  All  track  special  work  has  been  estimated  as  electric  track 
and  included  in  the  electric  track  special  work  schedule,  excepting 
where  both  tracks  are  cable  tracks. 


SUMMARY  OF  ELECTRIC  TRACK.  35 


EXHIBIT  I,   SECTION  1-C. 

MILEAGE  AND  COST  OF  DIFFERENT  CLASSES 
OF  ELECTRIC  TRACK. 

Class                  Miles  otS.T.        Cost  per               Total  Cost  Present 

Mile                        New  Value 

A                      14.740    $13,429.35        $197,948.62  $116,667.  38 

B                      13.802      12,152,94         167,734.88  87,271.81 

C                      43.385      15,159.53         657,696.21  429,597.95 

D                      20.249      15,159.53         306,965.32  208,883.13 

E                      43.250      14,037.00         607,100.25  444,875.56 

F                         7.105      16,212.24          115,187.96  98,506.23 

G                      13.553      16,411.60         222,426.41  171,588.52 

H                      10.088      16,411.60         165,560.22  134,415.10 

J                       15.978      14,164.56         226,321.34  184,999.31 

Q                        1.001       9,257.50             9,266.76  812.35 
Temporary 

tracks.  .^ 374                                   3,095 ,  00  3,095 .  00 


Total  track ....  183 .  525  $2,679,302 .  97    $1,880,712 .  34 

Paving  outside 

of    right    of 

way 91.7625  232,159.12  162,511.38 


Total $2,911,462.09    $2,043,224.00 


PAVING  OUTSIDE  OF  RIGHT  OF  WAY. 

Total  miles  of  single  electric  track 183 .  525 

Miles  of  street  having  single  track  only none 

Miles  of  street  having  double  electric  track 91 .7625 

Total  Cost  Neivo{  paving,  91.7625  miles  @  $2,200.00,  (in- 
cluding 15%  for  organization,  engineering  and  inci- 
dentals)      $232,159 .  12 

The  depreciation  of  the  paving  being  the  same  as  the 
average  depreciation  of  track,  or  30%, 

Present  Value  of  Paving $162,511  38 


36  EXHIBIT  /,  SECTION  1-C, 


CLASS  A. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE  MILE  OF  SINGLE  TEACK. 

A'A-in.  girder  rails  on  chairs,  30  ft.  lengths,  welded  joints,  on  earth  foundation. 

Amounts 

Steel  rails,  601b.  per  yd.,  delivered, 

tons 94.29 

Hauling  rails  to  street,  tons 94.29 

Excavation,  cu.  yd 2346 

Ties,  5  in.  X  7  in.  x  7  ft.  delivered .  .  2113 

Chairs 4226 

Spikes,  kegs 36 

Welded  joints 352 

Cross  bonding 5 

Track  laying,  ft 5280 


Unit 
Price 

Total 
Cost 

n.oo 

S3,865.89 

1.00 

94.29 

.50 

1,173.00 

.65 

1,373.45 

.50 

2,113.00 

4.00 

144 . 00 

3.75 

1,320.00 

2.00 

10.00 

.30 

1,584.00 

$11,677.63 
Organization,  engineering  and  incidentals,  15% 1,751.72 


Total  Cost  Per  Mile $13,429. 35 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  37 


CLASS  A. 

DEPRECIATION  OF  4\-INCH   GIRDER,  WELDED 
TRACK  ON  CHAIRS. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 

Cost  Sc'iap  U'caririK 

New  Value  Value 

'PJQg  ^\  373  45  ^2  373  45 

Chairs,  21.1  tons  @  $10.00 2,113.00     $  211.00        l'902.  00 

Spikes,  3.6  tons  @  $10.00 144 .  00  36 .  00  108 .  00 

Labor,  placing  ties  @  3c.  per  ft . .         158 .40     158 .  40 


$3,788.85     $247.00      $3,541.85 

Life  of  substructure,  17^^  years. 

Annual  depreciation  of  substructure  material,  per  mile  .  .$    202.39 

Annual  depreciation  in  %'  of  wearing  value 5.72 

DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Co.st  Scrap  Wearing 

New  Value  Value 

Rail $3,865.89 

90  tons  @  $11.00.   $990.00 

5c.  per  ft.  for  re- 
removal 264.00 

Hauling 

Cross  bonding,  5  @  50c 

Labor,  5;280l[t.  @  27c 


$    726.00 
94  29     

$3,139.89 
94.29 

10.00             2.50 
$1,425  60     

7.50 
1,425.60 

1,320.00          146.30 

1,173.70 

Welded  joints,  13.3  tons  @  $11.00 

$6,715.78    $    874.80     $5,840.98 

AVearing  value  of  parts  depreciated  as  substructure.  ..  .$3,541.85 
Wearing  value  of  parts  depreciated  as  rail 5,840 .  98 


Total  wearing  value  of  parts  depreciated $9,382.83 

$5,840.98  =  62.2  %  of  $9,382.83. 
3,54L85  =  37.8  %  of    9,382.83. 

The  above  percentages  are  to  be  used  to  distribute  to  rail  and 
substructure  the  proper  proportion  of  the  part  yet  to  be  depreci- 
ated. 


c  \r*  ^-R  t~^  s  g  \ 


3S  EXHIBIT  I.  SECTION  ]-C. 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $  1,751 .72 

62.2%  of  $1,751.72=11,089.57,  amount  to  be  depre- 
ciated with  rail. 

37.8%  of  $1,751.72=1662.15,  amount  to  be  depreci- 
ated with  substructure. 

Amount  of  organization,  engineering  and  incidentals  to 

be  depreciated  with  substructure $      662 .  15 

Actual  wearing  value  of  substructure 3,541 .85 

Total  value  of  substructure,  to  be  depreciated  @  5.72% 

annually $  4,204 .  00 

5.72%  of  $4,204.00=  $240.47  annual  depreciation  of 
track  due  to  substructure. 

Amount  of  organization,  engineering  and  incidentals 

to  be  depreciated  with  rail $   1,089 .  57 

Actual  wearing  value  of  rail 5,840.98 


Total  value  of  rail  to  be  depreciated $  6,930.55 

Original  height  of  head  of  rail 62/64  in. 

Depth  of  head  when  scrap 40/64  in. 

Wearing  depth 22/64  in. 

l/64-in.=  l/22   of   $6,930.55=  $315.02,   which   is  the 
amount  of  depreciation  for  each  1/64-in.  of  wear. 


PART  NOT  DEPRECIATED. 

Excavation $  1,173  00 

RECAPITULATION. 

Part  depreciated  with  rail $  6,930 .  55 

Scrap  value  of  parts  depreciated  with  rail 874.80 

Part  depreciated  with  substructure 4,204 .  00 

Scrap  value  of  parts  depreciated  with  substructure.  .  .  247.00 

Part  not  depreciated  (excavation) 1,173.00 


Total $13,429  35 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  39 


CLASS  B. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE  MILE  OF   SINGLE  TRACK. 

i'o-in.  girder  rails  on  plates,  30  ft.  lengths,  welded  joints,  earth  foundation. 

Unit  Total 

Amounts  Price  Cost 

Steel  rails,  60  lb.  per  yd.,  delivered, 

tons 94.29     $41.00     $3,865.89 

Hauling  to  street,  tons 94 .  29  1 .  00  94 .  29 

Excavation,  cu.  yds 1,760  .50  880.00 

Ties,  delivered 2,640  .  65  1,716 .  00 

Tie  plates 5,280  .  17  897 .  60 

Spikes,  kegs 50  4 .  00  200 .  00 

Welded  joints 352  3 .  75  1,320 .  00 

Cross  bonds 5  2.00  10.00 

Track  laying,  feet 5,280  .  30  1,584 .  00 

$10,567.78 

Organization,  engineering  and  incidentals,  15% 1,585.16 


Total  Cost  Per  Mile $12,152.94 


40  EXHIBIT  I,  SECTIOX  1-C. 


.CLASS  B. 

DEPRECIATION  OF  4^INCH  GIRDER,  WELDED 
TRACK  ON  PLATES. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 

Cost  Scrap  VVearine; 

New  Value  Value 

Ties $1,716.00     $1,716.00 

Tie  plates,  17.92  tons  @  $10.00.  .  897.60  $179.20  718.40 

Spikes,  5  tons  @  $10.00 200 .  00  50 .  00  150 .  00 

Labor,  placing  ties  @  3e.  per  f t  .  158 .  40     158 .  40 


$2,972.00    $229  20    $2,742.80 
=  $156.73 


Life  of  substructure,  17j  years. 

Annual  depreciation  of  substructure  mater-  $2,742.80 

ial  per  mile 17.5 

Annual  depreciation  in  %  of  wearing  value, 5.72 


DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap                  Wearinc 

New  V^alue                     Value 

Rail $3,865 .  89 

90  tons,  @  $11.00.     $990.00 
5c.  per  ft.  for  re- 
moval         264.00  $726 . 00     $3,139 . 89 

Hauling 94.29    • 94.29 

Cross  bonds,  5  @  50c 10 .  00  2 .  50             7 .  50 

Labor,  5,280  ft.  @  27c 1,425 .60     1,425 .  60 

Welded  joints,  13.3  tons  @  $11.00       1,320.00  146.30       1,173.70 


$6,715.78  $874.80  $5,840.98 
Wearing  value  of  parts  depreciated  as  substructure ....  $2,742 .  80 
Wearing  value  of  parts  depreciated  as  rail 5,840.98 

Total  wearing  value  of  parts  depreciated $8,583  78 

$5,840.98  =  68%  of  $8,583.78. 
2,742.80  =  32%  of    8,583.78. 

The  above  depreciation  is  to  l^e  used  to  distribute  to  rail  and 
substructure  the  proper  proportion  of  the  part  yet  to  be  depreci- 
ated. 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  41 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals %  1,585. 16 

68%  of  $1,585.16  =  $1,077.91,  amount  to    be   depre- 
ciated with  rail. 

32%  of  $1,585.16  -  $507.25,  amount  to  be  depreciated 
with  substructure. 

Amount  of  organization,  engineering  and  incidentals, 

to  be  depreciated  with  substructure $      507.25 

Actual  wearing  value  of  substructure 2,742.80 


Total  value  of  substructure  to  be  depreciated  at  5.7-% 

annually $  3,250 .  05 

5.72%  of  $3,250.05  =  $185.90,  annual  depreciation  of 
track  due  to  substructure. 

Amount  of  organization,  engineering 'and  incidentals  to 

be  depreciated  with  rail $   1,077 .91 

Ac^tual    wearing  value  of  rail 5,840.98 


Total  value  of  ra'l  to  be  depreciated $  6,918.89 

Original  depth  of  head  of  rail 62/64  in. 

Depth  when  scrap 40/64  in. 

"Wearing  depth 22/64  in. 

1/64-in.  wear  =  1/22  of  $6,918.89  =  $314.49,  amount 
of  depreciation  for  each  1/64-in.  of  wear. 


PART  NOT  DEPRECIATED. 

Excavation $     880 .  00 

RECAPITULATION. 

Part  depreciated  with  rail $  6,918.89 

Scrap  value  of  parts  depreciated  with  rail 874.80 

Part  depreciated  Vith  substructure 3,250 .  05 

Scrap  value  of  parts  depreciated  with  substructure  .  .  .  229 .  20 

Part  not  depreciated  (excavation) 880 .  00 

Total $12,152.94 


42  EXHIBIT  I,  SECTION  1-C. 

CLASSES   C  AND  D. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE   MILE  OF   SINGLE  TRACK. 

7-in.  girder  rails  on  plates,  60  ft.  lengths,  welded  joints,  with  ballast. 

Amounts               Unit  Total 

Steel  rails,  85   lb.  per    yd.,  deliv-                         ^''""'  ^'°** 

ered,  tons 133 . 6     $41 .  00  $5,477 .  60 

Hauling  rails  to  street,  tons 133 . 6         1 .  00  133 .  60 

Excavation,  cii.  yds 2,410               .50  1,205.00 

Ballast,  cii.  yds 600             1 .  65  990 .  00 

Ties,  delivered 2,640               .  65  1,716 .  00 

Tie  plates 5,280               .  17  897 .  60 

Spikes,  kegs 50            4.00  200.00 

Welded  joints ISO             4 .  50  810 .  00 

Cross  bonds   5            2 .  00  10 .  00 

Track  laying,  ft 5,280               .  33  1,742 .  40 


$13,182.20 
Organization,  engineering  and  incidentals,  15% 1,977.33 

Total  Cost  Per  Mile $15,159 .  53 

CLASSES  C  AND  D. 
DEPRECIATION  OF  7-INCH  GIRDER  RAIL. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 


Ties 

Tie  plates,  17.92  tons  @  $10.00 

Spikes,  5  tons  @  $10.00 

Ballast 

Labor,  5,280  ft.  @  6c.  ) 


Cost 
New 

,716  00 

Scrap 
\'alue 

Wearing 
Value 

$1,716.00 
718.40 
150.00 
990.00 

897 . 60 
200.00 
990.00 

179.20 
50.00 

Placing  ties,  @  3c.     V 316 .  80     316 .  80 

Ballasting,  @  3c.        ) 


$4,120.40       $229.20      $3,891.20 


Life  of  substructure,  17^  years. 
Annual  depreciation  of  substructure  mate- 
rial per  mile $3,891 .  20=     $222 .  35 

17.5 
Annual  depreciation  in  %  of  wearing  value 5.  72 


UNIT  COST  ESTIMATES  FOR  ELECTRIC   TRACK.  43 

DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap  Wearing 

New  Value  Value 

Rails $5,477.60 

125  tons  @  $11.00  $1,375 .  00 

5c.  per  ft.  for  removal  264 .  00  $1,111 .  00       $4,366 .  60 

Hauling 133 .  60     133 .  60 

Cross  bonds,  5  @  50c 10 .  00  2 .  50  7 .  50 

Labor,  5,280  ft.  @  27c 1,425.60     1,425,60 

Weldedjointt:.8.4tons@  $11.00  810.00  92.40  717.60 


$7,856.80    $1,205  90       $6,650.90 

Wearing  value  of  parts  depreciated  as  substructure. . .        $3,891 .20 
Wearing  value  of  parts  depreciated  as  rail 6,650.90 


Total  wearing  value  of  parts  depreciated '.  .     $10,542 .  10 

$6,650 .  90=63 . 1%  of  $10,542 .  10 
3,891 .  20=36 . 9%  of    10,542 .  10 

The  above  percentages  are  to  be  used  to  distribute  to  rail  and  sub- 
structure the  proper  proportion  of  the  part  yet  to  be  depreciated. 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $1,977 .  33 

63 . 1%  of  $1,977 .  33=$1,247 .  69,  amount  to  be  depreci- 
ated with  rail. 
36 . 9%'of  $1,977 .  33=$729 .  64,  amount  to  be  depreciated 

with  substructure. 
Amount  of  organization,  engineering,  and  incidentals  to 

be  depreciated  with  substructure $  729.64 

Actual  wearing  value  of  substructure 3,891 .20 

Total  value  of  substructure  to  be  depreciated  at  5.72%— 

$4,620.84 

5.72%    of    $4,620.83=$264.21  annual  depreciation  of 

track  due  to  sul^structure. 
Amount  of  organization,  engineering  and  incidentals  to 

be  depreciated  with  rail $1,247  69 

Actual  wearing  value  of  rail 6,650.90 


Total  value  of  rail  to  be  depreciated $7,898 .  59 


44  EXHIBIT  I,  SECTION  1-C. 

7-in.  Johnson  rail: 

Original  depth  of  head  of  rail 68/64  in. 

Depth  when  scrap 40/64  in. 

Wearing  depth 28/64  in. 

1/64  in.  \vear=l/28  of  $7,898.59=$282.09,  which  is 
amount  of  depreciation  for  each  1/64  in.  of  wear. 

7  3/16-in.  Johnson  and  Lorain  rail : 

Original  depth  of  head 77/64  in. 

Depth  when  scrap 40/64  in. 

Wearing  depth. 37/64  in. 

1/64  in.  wear=l/37  of  S7,898.59=$213.48,  which  is 

depreciation  Tor  each  1/64  in  of  wear. 

7-in.  Wharton  rail,  80  lb.,  called  72  lb.  by  C.  C.  Ry.  Co. 

Original  depth  of  head 72/64  in. 

Depth  of  head  when  scrap 40/64  in. 

Wearing  depth 32/64  in. 

l/64in.  wear  of  rail =1/32  of  $7,898.59=;$246.70,  which 
is  amount  of  depreciation  for  each  1/64  in,  of  wear. 

PART  NOT  DEPRECIATED. 

Excavation $1,205 ,  00 

RECAPITULATION. 

Part  depreciated  with  rail $7,898 .  59 

Scrap  value  of  parts  depreciated  with  rail 1,205.90 

Part  depreciated  with  substructure 4,620.84 

Scrap  value  of  parts  depreciated  with  substructure 229.20 

Part  not  depreciated  (excavation) 1,205 .  00 

Total $15,159  53 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  45 

CLASS  E. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE  MILE  OF  SINGLE  TRACK. 

7-in.  girder  rails,  30  ft.  lengths,  welded  joints,  earth  foundation. 

Amounts                  Unit  Total 

Price  Cost 

Steel  rail,  85  lb.  per  yd.,  delivered, 

tons 133.6     $41.00  $5,477.60 

Hauling  rails  to  street,  tons 133 . 6         1 .  00  133 .  60 

Excavation,  cu.  yds 2346               .50  1,173.00 

Ties,  delivered 2113               .65  1,373.45 

Tie  plates , 4226               .17  718.44 

Spikes,  kegs 38            4 .  00  152 .  00 

Welded  joints 352            4 .  50  1,584 .  00 

Cross  bonds 5            2 .  00  10 .  00 

Track  laying,  ft 5280               .  30  1,584 .  00 


$12,206.09 
Organization,  engineering  and  incidentals,  15% 1,830.91 

Total  Cost  Per  Mile $14,037 .  00 

CLASS  E. 
DEPRECIATION  OF  7-INCH  GIRDER  RAIL. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 


Ties 

Tie  plates,  14.3  tons  @  $10.00. 

Spikes,  3.8  tons  @  $10.00 

Labor,  placing  ties  @  3c.  per  ft. 


Cost 
New 

Scrap 
Value 

Wearing 
Value 

$1,373.45 

$1,373.45 

718.44 

$143.00 

575.44 

152 . 00 

38.00 

114.00 

158.40 

158  40 

$2,402.29       $181.00     $2,221.29 

Life  of  substructure,  17^  years. 
Annual  depreciation  of  substructure  mate- 
rial per  mile $2,221 .  29=.    $126 .  98 

17.5 
Annual  depreciation  in  %  of  wearing  value 5.72 


46  EXHIBIT  I,  SECTION  1-C. 


DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap  Wearing 

New  Value  Value 

Rail $5,477.60 

125  tons  @$1 1.00... $1,375. 00 
Less  5c.  per  ft.  for 

removal 264.00  $1,110.00     $4,367.60 


Hauling 133 .  60  133 .  60 

Cross  bonds,  5  @  50c 10 .  00             2 .  50  7 .  50 

Labor,  5,280  ft.  @  27c 1,425 .60  1,425 .  60 

Welds,  16.8  tons  @  $11.00.  ..  .  1,584.00          184.80  1,399.20 


$8,630.80    $1,297.30     $7,333.50 

Wearing  value  of  parts  depreciated  as  substructure $2,221 .29 

Wearing  value  of  parts  depreciated  as  rail 7,333.50 


Total  vv^earing  value  of  parts  depreciated $9,554.79 

$7,333.50  =  76 . 7%  of  $9,554.79 
2,221.29  =  23.3%  of    9,554.79 

The  above  percentages  are  to  be  used  to  distribute  to  rail  and  sub- 
structure the  proper  proportion  of  the  part  yet  to  be  depreciated. 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $1,830.91 

76.7%  of  $1,830.91  =  $1,404.31,  amount  to  be  depreci- 
ated with  rail. 

23.3%  of  $1,830.91  =  $426.e0,  amount  to  be  depreciated 
with  substructure. 

Amount  of  organization,  engineering  and  incidentals  to 

be  depreciated  with  substructure $      426.60 

Actual  wearing  value  of  substructure 2,221 .29 

Total  value  of  substructure  to  be  depreciated  @  5.72%, 

annually $2,647 .  89 

5.72%  of  $2,647.89  =  $151.46  annual  depreciation  of  track 
due  to  substructure. 

Amount  of  organization,  engineering  and  incidentals  to 

be  depreciated  with  rail $1,404 .  31 

Actual  wearing  value  of  rail 7,333 .  50 

Total  value  of  rail  to  be  depreciated $8,737.81 


/ 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  47 


PART  NOT  DEPRECIATED. 

Excavation $1,173 .  00 

7-in.  Johnson  rail: 

Original  depth  of  head  of  rail 68/64  in. 

Depth  when  scrap 40/64  in. 

Wearing  depth 28/64  in. 

1/64  in.  wear  =1/28  of  SS,737.81  =$312.06,  amount  of 
depreciation  for  each  1/64-in.  of  wear. 

7  3/16-in.  Johnson  &  Lorain  rail: 

Original  depth  of  head  of  rail 77/64  in. 

Depth  when  scrap 40/64  in. 

Wearing  depth 37/64  in. 

1/64-in.  wear  =  1/37  of  $8,737.81  =$236.05,  amount  of 
depreciation  for  each  1/64-in.  of  wear. . 

7-in.  Wharton  rail,  80  lb.,  called  72  lb.  by  C.  C.  Ry.  Co. 

Original  depth  of  head  of  rail 72/64  in. 

Depth  when  scrap 40/64  in. 

Wearing  depth 32/64  in. 

1/64-in. wear=  1/32  of  $8,737. 81=$273.05, amount  of 
depreciation  for  each  1/64-in.  of  wear. 

RECAPITULATION. 

Part  depreciated  with  rail $8,737.81 

Scrap  value  of  parts  depreciated  with  rail 1,297.30 

Parts  depreciated  with  substructure 2,647.89 

Scrap  value  of  parts  depreciated  with  substructure. .  .  181.00 

Part  not  depreciated  (excavation) 1,173.00 

Total $14,037.00 


48 


EXHIBIT  /,  SECTION  1-C. 


CLASS  F. 


UNIT  PRICE  ESTIMATE. 


ESTIMATE  OF  COST  TO  CONSTRUCT 

7-in.  Trilby  rail,  60  ft.  lengths, 

Steel  rails,  96  lb.  per  yd.  delivered, 

tons 

Hauling  rails  to  street,  tons 

Excavation,  cu.  yds 

Ballast,  rock,  cu.  yds 

Ties,  delivered 

Tie  rods 

Spikes,  kegs 

Welded  joints 

Cross  bonding 

Track  laying,  ft 


Organization,  engineering  and  incidentals,  15% 
Total  Cost  Per  Mile 


ONE   MILE 

OF  SINGLE  TRACK. 

welded  joints 

,  ballastec 

i. 

Amount 

Unit 
Price 

Total 
Cost 

151 

$41.00 

$6,191.00 

151 

1.00 

151.00 

2420 

.50 

1,210.00 

1104 

1.65 

1,821.60 

2640 

.65 

1,716.00 

880 

.25 

220.00 

30 

4.00 

120.00 

180 

4.50 

810.00 

5 

2.00 

10.00 

5280 

.35 

1,848.00 

$14,097.60 

Qtals,  15%. 

2,114.64 

$16,212.24 

UNIT  COST  ESTIMATES  FOR  ELECTRIC   TRACK.  49 

CLASS  F. 
DEPRECIATION  OF  7-INCH  BOULEVARD  RAIL. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 


Cost 
New 

Scr;ii) 
\alue 

Wearing 
Value 

Ties. . . 

$1,716,00 

$  1,716, 
175 

00 

Tie  rod 

s,  4.41  t 

ons  @  $10.00. . 

220 

.00 

$      44. 

10 

.90 

Spikes, 

3  tons 

@  $10.00 

120 

00 

30. 

00 

90 

.00 

Ballast 

Deduct  25% 

for  reclaiming . 

1,821 

.60 

1,366. 

60 

455 

.00 

Labor, 

placing 

ballast,  5c.  per 

foot . 

placing  1 

ties,  3c.  per  ft.. . 

264 
158. 

.00 
40 

264 

158. 

00 

Labor, 

40 

$4,300.00    $1,440.70       $2,859.30 
Life  of  substructure,  17^  years. 
Annual  depreciation  of  substructure  mate- 
rial per  mile $2,859 .  30  =      $163 .  38 

Annual  depreciation  in  %  of  wearing  value 5 .  72 

DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap  Wearing 

New  Value  Value 

Rail $6,191.00 

142.49   tons    @ 

$11.00 $1,567.39 

less  5c.  per  ft.,  re- 
moval       264.00  $1,303 .  39      $4,887 .  61 

Hauling 151 .  00  151 .  00 

Cross  bonds,  5  @  50c 10 .  00             2 .  50  7 .  50 

Labor,  5,280  ft.  @  27c 1,425 .60  1,425 .  60 

Welded  joints,  8.4  tons®  $11.00  810.00           92.40  717.60 


$8,587.60  $1,398.29  $7,189.31 
Wearing  value  of  parts  depreciated  as  substructure.  .  $2,859.30 
Wearing  value  of  parts  depreciated  as  rail 7,189.31 


Total  wearing  value  of  parts  depreciated $10,048.61 

$7,189 .  31  =  71 . 5%  of  $10,048 .61 
2,859.30  =  28.5%  of    10,048.61 

The  above  percentages  are  to  be  used  to  distribute  to  rail  and  sub- 
structure the  proper  proportions  of  the  part  yet  to  be  depreciated. 


50  EXHIBIT  I.  SECTION  1-C. 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $2,114.64 

71.5%  of  $2,114.64  =  S1,511.97,  amount  to  be  depre- 
ciated with  rail. 

28 . 5%  of  $2,114 .  64  =  $602 .  67,  amount  to  be  depreci- 
ated with  substructure. 

Amount  of  organization,  engineering  and  incidentals  to 

be  dei)reciated  with  substructure $    602 .  67 

Actual  w(>aring  value  of  substructure 2,859.30 

Total  value  of  substructure  to  be  depreciated  at  5.72% 

annually $3,461  97 

5.72%  of  $3,461.97  =  $198.02,  annual  depreciation  of 
track  due  to  substructure. 

Amount  of  organization,  engineering  and  incidentals  to 

be  depreciated  with  rail $1,511 .97 

Actual  wearing  value  of  rail 7,189.31 

Total  value  of  rail  to  be  dei)r{>ciated $8,701 .28 

Original  depth  of  head 72/64  in. 

Depth  of  head  when  scrap 40/64  in. 

Wearing  depth 32/64  in. 

1/64  in.  wear  =  1/32  of  $8,701.27  =  $271.91,  which  is 
amount  of  depreciation  for  (\ach  1/64-in.  of  wear. 

PART  NOT  DEPRECIATED. 

Excavation $1,210  00 

RECAPITULATION. 

Part  depreciated  with  rail $8,701 .28 

Scrap  value  of  parts  depreciated  with  rail 1,398.29 

Part  depreciated  with  substructure 3,461.97 

Scrai)  value  of  parts  depreciated  with  substructure..  .  .  1,440.70 

Part  not  d('])reciated  (excavation) 1.210.00 

Total $16,212.24 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK. 


CLASSES  G-1  AND  H. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE  MILE  OF  SINGLE  TRACK. 

9-in.  girder  rails,  60  ft.  lengths,  welded  joints,  ballasted. 

Amounts 

Steel  rails,  90  lb.  per  yd.  delivered, 

tons 141.43 

Hauling  to  street,  tons 141 .43 

Excavation,  cu.  yds 2715 

Ballast,  cu.  yds GOO 

Ties 2640 

Tie  plates 5280 

Spikes,  kegs 50 

Welded  joints 180 

Cross  bonds 5 

Track  laying,  ft 5280 

Organization,  engineering  and  incidentals,15% 
Total  Cost  Per  Mile 


Unit 
Price 

Total 
Value 

$41.00 

$  5,798.63 

1.00 

141.43 

.50 

1,357.50 

1.65 

990.00 

.65 

1,716.00 

.25 

1,325.00 

4 .  00 

200.00 

5.50 

990.00 

2.00 

10.00 

.33 

1,742.40 

$14,270.96 

2,140.64 

$16,411.60 

52  EXHIBIT  I,  SECTION  1-C. 

CLASSES  G-1  and    H. 
DEPRECIATION  OF  9-INCH  GIRDER  RAIL. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 

Cost  Scrap  Wearing 

New  Value  Value 

Ties $1,716.00     $ -11,716.00 

Tie  plates,  26.2  tons  @  $10.00  1,325.00  262.00  1,063.00 

Spikes,  5  tons  @  $10.00 200 .  00  '      50 .  00  150 .  00 

Labor,  placing  ties  @  3c.  per  ft.     158 .40     158 .  40 

Ballast 990.00     990.00 

Labor,  placing   ballast    @  3c. 

per  ft 158.40     158.40 


$4,547.80       $312.00       $4,235.80 
Annual  depreciation  of  substructure  ma- 
terial per  mile $4,235 .  80     =      $242 .  04 

Annual  depreciation  in  %  of  wearing  value 5 .  72 

DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap  Wearing 

New  Value  Value 

Rail. $5,798.63 

130.6      tons      @ 

$11.00 $1,436.60 

Less  5c.  per  ft.  for 

removal 264 .  00 

$1,172,60  $1,172.60  $4,626.03 

Hauling 141.43     141.43 

Cross  bonds,  5  @  50c 10 .  00  2 .  50  7.50 

Welded  joints,  12.1  tons@  $11. 00  990.00  133.10  856.90 

Labor,  27c.  per  ft 1,425.60     1,425.60 


$8,365.66    $1,308.20      $7,057.46 

Wearing  value  of  parts  depreciated  as  substructure..  .       $4,235.80 
Wearing  value  of  parts  depreciated  as  rail 7,057.46 


Total  wearing  value  of  parts  depreciated $11,293.26 

$7,057.46^62.5%  of  $11,293.26 
4,235.80=37.5%  of     11,293.26 
The  above  percentages  are  to  be  used  to  distribute  to  rail  and  sub- 
structure the  proper  proportion  of  the  part  yet  to  be  depreciated. 


UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  53 


PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $  2,140.64 

62.5%  of  $2,140. 64=$1,337. 90,  amount  to  be  depreci- 
ated with  rail. 

37.5%  of  $2, 140. 64 =$802. 74,  amount  to  be  depreci- 
ated with  substructure. 

Amount  of  organization,  engine(^ring  and  incidentals  to 

be  depreciated  with  substructure $    802.74 

Actual  wearing  value  of  substructure 4,235.80 


Total  value  of  substructure  to  be  depreciated  @  5.72% 

annually  = $  5,038 .  54 

5.72%  of  $5,038. 54 =$288. 20,  annual  depreciation  of 

track  due  to  substructure. 
Amount  of  organizatio  ?,  engineering  and  incidentals  to 

be  depreciated  with  rail $  1,337.90 

Actual  wearing  value  of  rail 7,057.46 

Total  value  of  rail  to  be  depreciated $  8,395  36 

Original  height  of  head 77/64  in. 

Depth  of  head  when  scrap 40/64  in. 

Wearing  depth 37/64-in. 

1/64-in.  wear=l/37  of   $8,395.36=$226.90,  which  is 
the  amount  of  depreciation  for  each  1/64-in.  wear. 

PART  NOT  DEPRECIATED. 

Excavation $  1,357 .  50 

RECAPITULATION. 

Parts  depreciated  with  rail $  8,395 .  36 

Scrap  value  of  parts  depreciated  with  rail 1,308.20 

Parts  depreciated  with  substructure 5,038.54 

Scrap  value  of  parts  depreciated  with  substructure 312.00 

Part  not  depreciated  (excavation) 1,357.50 


Total $16,411.60 


54  EXHIBIT  I,  SECTION  1-C. 


CLASS  J-2. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE  MILE  OF   SINGLE  TRACK. 
9-in.  girder  rails,  30  ft.  lengths,  we  ded  joints,  earth  foundation. 

Amount 

Steel  rails,  90  lbs.   per  yd.   deliv- 


Hauling  rails  to  street,  tons 14L.43 

Excavation,  cu.  yds 2347 

Ties 2113 

Tie  rods 880 

Spikes,  kegs 20 

Welded  joints 352 

Cross  bonds 5 

Track  laying,  feet 5280 

Organization,  engineering  and  incidentals,  15% 
Total  Cost  Per  Mile 


Unit 
Price 

Total 
Cost 

S41.00 

%  5,798.63 

1.00 

141.43 

.50 

1,173.50 

.65 

1,373.45 

.25 

220.00 

4.00 

80.00 

5.50 

1,936.00 

2.00 

10.00 

.30 

1,584.00 

$12,317.01 

1,847.55 

$14,164.56 

UNIT  COST  ESTIMATES  FOR  ELECTRIC  TRACK.  55 

CLASS  J-2. 
DEPRECIATION  OF  9-INCH  GIRDER  RAIL. 

DEPRECIATION  OF  TRACK  DUE  TO  SUBSTRUCTURE. 

Cost  Scrap  Wearing 

New  Value  Value 

Ties $1,373.45     $1,373.45 

Tio  rods,  4.41  tons  @  $10.00 220.00  $44. 10  175.90 

Spikes,  2  tons  @  $10.00 SO .  00  20 .  00  60 .  00 

Labor,  placing  tics,  3c.  per  ft. .  .  .  158.40     158.40 


$1,831.83    $64.10     $  1,767.75 
Life  of  substructure,  17.5  3'ears. 
Annual  depreciation  of  substructure  material 

per  mile $1,767. 75  =  $101 . 01 

17.5 
Annual  depreciation  in  %  of  wearing  value 5.72 


DEPRECIATION  OF  TRACK  DUE  TO  WEAR  OF  RAIL. 

Cost  Scrap  Wearing 

New  Value  Value 

Rail $5,798.63 

133 . 06     tons 

@  $11.00 $1,463.66 

Less  5c.  per  ft. 

for  removal...  264.00  $1,199.66     $4,598.97 

Hauling 141.43  

Cross  bonding,  5  @  50c 10 .  00              2 .  50 

Labor,  5,280  ft.  @  27c.  per  ft. .  1,425 .60  

Weldedjoints,  23.6  tons@  $11.00  1,936.00          259.60 

$9,311.66  $1,461.76  $  7,849.90 
Wearing  value  of  parts  depreciated  as  substructure ....  $  1,767 .  75 
Wearing  value  of  parts  depreciated  as  rail 7,849 .  90 


141 

.43 

7 

.50 

1,425 

.60 

1,676 

.40 

Total  wearing  value  of  parts  depreciated $  9,617 .  65 

$7,849 .  90=81 . 6%  of  $9,617 .  65 

$1,767.75=18.4%  of  $9,617.65 
The  above  percentages  are  to  be  used  to  distribute  to  rail  and  sub- 
structure the  proper  proportion  of  the  part  yet  to  be  depreciated. 


56  EXHIBIT  I.  SECTION  1-C 

PART  YET  TO  BE  DEPRECIATED. 

Organization,  engineering  and  incidentals $  1,847.55 

81 . 6  %  of  $1,847 .  55=$1,507 .  60,  amount  to  be  depreci- 
ated witli  rail. 

18.4%  of  $1,847. 55=$339. 95,  amount  to  be  depreci- 
ated with  substructure.  , 

Organization,  engineering  and  incidentals  to  be  depreci- 
ated with  substructure $    339 .  95 

Actual  wearing  value  of  substructure 1,767.75 


Total  value  of  substructure  to  be  depreciated  at  5.72% 

annually $  2,107 .  70 

-5.72%  of  $2,107. 70=$120. 56,  annual  depreciation  to 
track  due  to  substructure. 

(Organization,  engineering,  etc.,  to  be  depreciated  with 

rail $  1,507.60 

Actual  wearing  value  of  rail  to  be  depreciated 7,849.90 


Total  value  of  rail  to  be  depreciated $  9,357  50 

Original  height  of  head 77/64  in. 

Depth  of  head  when  scrap 40/64  in. 

Wearing  depth  of  head 37/64  in. 

1/64-in  wear=l/37  of  $9,357. 50=$252. 90,  which  is  the 
amount  of  depreciation  for  each  1/64-in.  of  wear. 

PART  NOT  DEPRECIATED. 

Excavation $  1,173  50 

RECAPITULATION. 

Part  depreciated  with  rail $  9,357.50 

Scrap  value  of  parts  depreciated  with  rail 1,461.76 

Part  depreciated  with  substructure 2,107.70 

Scrap  value  of  part  depreciated  with  substructure. ...  64. 10 

Part  not  depreciated  (excavation) 1,173.50 


Total $14,164.56 


.e9 

.84 

.67 
.09 
09 
28 
85 


08 
00 
187 
39 
I|l4 
)1 
)3 

35 
55 

It 

\7 
7 
2 
2 
4 


13,668.12 
16438  ,'29 


L  -8        32         1  -2. 


14,104  50 
1U,411.0U 
14,164.5U 
10,411 -OU 
1U,411.60 

15,159.53 


10,212.2 


).53 


o 


-13         37        0-63 -S 


100      4}      1  -8 


1-13       37       1  -at 


14,104.50 
15,15!).  53 
10,212  24 
15,159.53 


11,470.00 

2,SOO.0O 

0,241.30 

3,380.78 

38,324.10 

23,306.35 

10,910.33 

9,801.03 

10.10^1   Jl 

95  i8i  1-13 
83  10  1-13 
95      81      1-13 


14,037.00        0.384 


Main 

MUROAN 


4i  m,  • 
4i'in. 


03     17i      0-fi2 


4,037,00         0  038 

5'mm      0  038 


3,200.28 
0,503,05 

3,773  -64 
6,787.10 
4,8^0  40 

3!948.fl7 
4,705,70 


11,95326  1,577. fO 

6,925.70  1,052.71 


85     10        1-1 


95      8J      1-13         37 


13,420  35        2.S15 


14,037.00 
14!o37,00 


U,3att.4i 
8,877 .23 
11,211  75 


2,434      I)      7  3/lC  ii 


10        1-13        37 


11,524.07  J,C20.3O 


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1,018     A      -IJii 


0,700      D      7  3/10  in,       85 


63 

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7  m.  B 
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7  3/10  in, 
7  3/10  in. 
7  3/10  in. 


7,920  D  7  3/lG  in, 

8,S62  C  7  in. 

11,060  D  7  in. 

2,622  G  9  in. 


100      4i      1-8        32 


95 

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SI 

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84 

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44  in. 

174 

0-62 

438 

7in. 

3.218 

7  3/10  in 

85 

1-13 

7,272 

OS 

84 

2,008 

7  3/16  in 

83 

10 

..:.y      1.43S 

C 

7  in. 

86 

10 

2.S4 

Tin. 

85 

10 

1  -4 

,J.>v,,y      3.800 

6 

7  3/10  in 

83 

10 

1-13 

254 

c 

7  3/16  in 

85 

10 

1-13 

1,820 

c 

7  3/10  in 

83 

10 

1-13 

c 

7  in. 

85 

10 

1  -4 

70,588 

A 

44  In. 

63 

174 

0-62 

7,876 

B 

n-62 

2,800 

B 

44  in" 

5,300 

li 

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81 

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»14,03J-00 

0-174 

$3,119-74 

810.9I7  20 

»,8g9.60 

13,429-35 

«,251  63 

2,519.38 

13,429.36 

5,086-05 

8',343'.30 

6.W0-39 

13,429.35 

6,062-02 

-,360.73 

5,930:22 

14.037.00 

4,135-91 

9,901 .09 

1,059  42 

13,429  35 

1:208 

6,755-66 

6,073.69 

8,001.83 

13,429.35 

0  070 

4.051.21 

9,378.14 

682.73 

16,212.24 

1-717 

1,348.95 

14,663.29 

25,620.27 

14,037,00 

0  355 

1,205  57 

9,631.43 

3,490.15 

14,037-00 

3,701.43 

10,275,57 

2,270.90 

16,159.53 

1-027 

4,105.39 

10,212-24 

0-030 

3.400.85 

15,159-53 

3,403.74 

11,745  >9 

3,911:35 

16,150-53 

14,037-00 

11  900  60 

15,169-53 

1    745  79 

235  41 

14,037-00 

•>fi87  06 

0  345  00 

16,212-24 

0.060 

3  41o  47 

8  394  08 

15.159-53 

0.331 

3  037  03 

15,159  53 

0.270 

3  001  21 

14,037-00 

0.038 

3  324  5o 

14,037  00 

0.448 

"SS?  00 

10,212-24 

0.028 

119  6  0 

9,379  80 

[  -4        28        0-62,1 

H3        37         1-13.7 

85     10        1-4        28         1  -0  ( 


S9-9  15,159.53        0  674  0  292  01  8  80     9  « 970  10 

1-13        37        0-68. 5  15,159  53        0.005  0591  48  8  6G8  05  813  90 

1  -i        28        0-56.6  15,159. KJ        0-7J8  5  914  di  9    45  19  0115  40 


85  10  J  -4  28  0-0:^.8 

85  10  1  -*  28  0-03 

85  10  1-4  28  0-C2-1 

"  17  J  0-02  22  0-57.' 


37 

1-7  4 

14  In. 

03    174 

0-02 

0-55.2 

7  3/11;  in 

1-13 

.    y.ii-  in 

85    10 

1-13 

37 

0-63  6 

85    10       I-l,t        37 


# 


0-62*6 

15,169  53 

i:,500 

0-56:6 

0-50.1 
1  -8.4 

1,5,159:53 
16,411.00 

2.209 
0.497 

0-65.3 

0  069 

0-60.7 
1  -7.3 

1,5,1.59  53 
10,411  00 

1,927 

15,1,59.53 

10,411  00 

0  350 

10,411  00 

1  -0:7 

15,159  53 

0-58.2 

14,a37  00 

10,212  24 

15,150.53 

10,212.24 

1  .528 

0-59.7 

1  -3.3 

16,1.59. .53 

0  .500 

0-50.8 

12,1,52,94 

3  .508 

TEMPORABT  TRACK 


15,159.53 
15,159.53 
13,429  35 


518  34 
■>  154  98 

13  094  74 


'■  56  v.. 


9  998  37 

■>0366  68 

10  846  44 

13,5,58-12 

11,087-11 

11,812-09 

11,770-30 

5,838-07 

3,193  -87 

448-34 

7,089-28 

1,574-35 

Total     -    »1 877.617  34 


UNIT  COST  ESTIMATES  FOR  ELECTRIC   TRACK. 


CLASS  Q. 
UNIT  PRICE  ESTIMATE. 

ESTIMATE  OF  COST  TO  CONSTRUCT  ONE   MILE  OF   SINGLE 
TRACK  WITH  FLAT  RAIL. 

Unit  Total 

Amount  Price  Co&t 

Rail,  tons 73 .  85     $40 .  00     $2,954 .  00 

Hauling  to  street,  tons 73 .  85         1 .  00            73 .  00 

Ties,  delivered 1760 

Stringers,  6  in.  x  8  in.,  M 422 . 4 

Excavation,  cii.  yds 1560 

Cast  iron  knees,   4   per  tie,   3.5  lb. 

each,  @  3c 

Spikes,  kegs 40 

Laying  track,  ft 5280 


Total  Cost  Per  Mile $9,257 .  50 

SCRAP  VALUE  PER  MILE  OF  TRACK. 

Rails,  73.83  tons  @  $11 .00 $    812. 13 


.40 

704 . 00 

25.00 

1,056.00 

.50 

78.00 

729 . 00 

4.00 

160 . 00 

.30 

1,584.00 

$8,050.00 

1,207.50 

58 


EXHIBIT  I,  SECTION  1-D. 


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ELECTRIC  TRACK  SPECIAL   WORK. 


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60  EXHIBIT  I.  SECTION  1-D. 


ELECTRIC   TRACK    SPECIAL  WORK. 

SINGLE-TRACK  CROSSING. 

Straight  track  included 12  feet 

Layout,  complete  with  joints $170.00 

Ties,  10 @  S   .65     $  6.50 

Tie  plates,  10 "        .17         1.70 

Spikes,  i  keg "      4.00        1.00 

Excavation,     10    x    10    x    1.42=... 


27 
5.3  cu.  yds "        .50        2.65 

Crushed  rock,   10x10x0.75—10x2.6 


27  27 

=  1.8  cu.  yds "  1.65  2.97 

Joints,  bonded,  8 "  1.25  10.00 

Labor,  20  feet    "  1.25  25.00 


.82        49.82 


$219.82 
Deduct  for  straight  track  included,  12  ft.  @  $2 .  50 30 .  00 


$189.82 
Add  for  hard  center  work 50 .  00 

Total $239 .  82 

Estimated  weight,  3,000  lbs. 


ELECTRIC  TRACK  SPECIAL  WORK.  61 


STEAM  RAILROAD  CROSSING. 
SINGLE  TRACK  CROSSING  SINGLE  TRACK. 

Single  straight  track,  12  ft.  0  in. 

Crossing,  complete  with  joints .S300. 00 

Ties,  12 @  $   .65  $  7.80 

Spikes,  0.15  kegs '  4.00  .60 

Bonding,  6  joints •  1 .  25  7 .  50 

Crossbonds,  2 "  2 .  00  4 .  00 

Crushed  rock,  12  x  12  x  1  =5 . 33  cu.  yds. 

27 
Crushed  rock, 

(12  X  12  X  0 . 5)—  (0 . 5  X  0 .  66  X  8  X  12) 

27 

=  1.5  cu.  yds. 

1.5  +  5.33  =  6.83  cu.  yds @     1.65       11.27 

Oak  plank,  12  pieces,  2  in.  x  12  in. 

X  16  ft =384 

Oak  plank,  12  pieces,  3  in.  x  12  in. 
X  16  ft =576 

Total  ft.  B.  M 960  @  30.00      28.80 

Wire  nails 1 .  50 

Labor 50.00 

$111.47     $111.00 

$411.00 
Deduct  for  straight  track,  12  ft.  0  in @     $  2.50        30.00 

$381.00 

Add  for  crossing,  45  degree  angle 50.00 

Total  $431.00 

Estimated  weight,  5,500  lbs. 


62  EXHIBIT  I.  SECTION  1-D. 


SINGLE-TRACK  CROSSING,  ONE  SIDE  CONNECTED. 

Straight  track  included 120  feet. 

Curve  track 90      " 

Total 210     " 

Special  track  complete,  including  joints $1,070.00 

Ties,  105 @  %   .65 

Tie  plates,  105 . 

Spikes,  2\  kegs 

Excavation,  210  ft.  x  0.47-98.7  cu.  yds 

Crushed  rock,  210  ft.  x  0.2  =  42  cu.  5^ds 

Joints,  bonded,  35 

Labor,  210  feet 


;  .65 

68.25 

.17 

17.85 

4.00 

10.00 

.50 

49.35 

1.65 

69.30 

1.25 

43.75 

1.25 

262 . 50 

$1,591.00 
Deduct  for  straight  track  included,  120  feet ..."    $2 .  50  300. 00 


$1,291.00 

Add  for  hard  center  work 300.00 


Total $1,591.00 

Estimated  weight,  20,000  lbs. 

SINGLE-TRACK,  BRANCH-OFF  CURVES. 

Curves,  1,  90  ft.  long 90  feet. 

Straight  track  included 20      " 

Total 110      " 

Special  work,  including  fish  plates $530. 00 

Ties,  55 @  $   .65  35.75 

Tie  plates,  55 "        .17  9.35 

Spikes,  1  keg ' "      4.00  4.00 

Crushed  rock,  110  f t.  x  0 . 2  =  22  cu.  yds "      1 .  65  36 .  30 

Excavation,  110  ft.  x  0 .  473  =  52  cu.  yds "        .50  26 .  00 

Joints,  bonded,  12 "      1 .  25  15 .  00 

Labor,  110  feet "      1.25  137.50 


$793 . 90 
Deduct  for  straight  track  included,  20  feet. ...  @  $2.50  50.00 


$743.90 

Add  for  hard  center  work 130.00 


Total $873.90 

Estimated  weight,  10,000  lbs. 


ELECTRIC  TRACK  SPECIAL   WORK.  63 


PLAIN  CURVE  TRACK. 

Cost  of  curve  rail  per  foot  of  track $3 .  00 

Add  cost  per  foot  of  substructure  and  labor 1 .  90 

Cost  Per  Foot .' $4 ,  90 

When  curve  track  is  substituted  for  straight  track,  deduct .  .  2 .  50 


$2  40 

Estimated  weight  per  foot  of  track,  72  lbs. 


DOUBLE-TRACK  CROSSING. 

Single    track 80   feet 

Special  layout  including  fish  plates $700.00 

Ties,  40 %  $   .65  26 .  00 

Tie  plates,  40 "  .17  6.80 

Spikes,  1  keg "  4.00  4.00 

Joints,  bonded,  24 '. "  1 .25  30.00 

Excavation,  20  x  20  x  1 .  42  =  21  cu.  yds "  .50  10 .  50 

27 
Crushed  stone  (20  x  20  x  0 .  75)- (40  x  2 . 6)  = 


7 . 5  cu.  yds (a     SI .  65  12 .  37 

Labor,80ft "     *1.25         100.00 


$889 . 67 
Deduct  for  straight  track,    80  ft @     $2 .  50         200 .  00 


$689 . 67 
Add  for  hard  center  work 180.00 


Total $869 .  67 

Estimated  weight,  12,000  lbs. 


64  EXHIBIT  I,  SECTION  1-D. 


DOUBLE-TRACK  CROSSING,  CONNECTING  CURVES  IN  ONE  QUADRANT. 

Straight  track 260  feet 

Curves,  2,  each  90  ft 180     "  . 

Total 440     " 

Special  work,  including  fish  plates $2,740.00 

Ties,  220 («  %   .  65  143 .  00 

Chairs,  220 "  .17  37.40 

Spikes,  4  kegs ' "  4.00  16.00 

Joints,  bonded,  43 "  1 .  25  53 .  75 

Excavation,  1 .  42  x  9  x  440  =  210  cu.  yds.  ..."  .50  103 .  00 

27 
Crushed  rock  (under  ties)    3  in.  x  9  ft.  x  440 

12  X  27 
=  37  cu.  yds. 
6in.x9ftx440— 2.6x220  =  52  cu.  yds. 

27  27 

37  cu.  vds.  +  52  cu.  yds.  =  89  cu.  vds @     $1.65  146.85 

Labor,  440  feet [ ,"       1.25  550.00 

$    3,792.00 
Deduct  for  straight  track,  260  ft @     $2 .  50  650 .  00 

$3,142.00 
Add  for  hard  center  work 980 .  00 

Total $4,122.00 

Estimated  weight,  50,000  lbs. 

DOUBLE-TRACK  CROSSING,  OUTSIDE  TRACKS  CONNECTED. 

Two  single-track  crossings,  one  side  connected,  2  @  $1,291    $2,582 .  00 
One-half  double-track  crossing,  $689 .67 =         344 .  83 

2 

$2,926.83 
Add  for  hard  center  work 690 .  00 

Total $3,616.83 

Estimated  weight,  46,000  lbs. 


ELECTRIC   TRACK  SPECIAL   WORK. 


DOUBLE-TRACK   CROSSING,   CONNECTING   CURVES   IN   TWO 
QUADRANTS. 

Straight  track 350  ft. 

Curve  track 360  " 

Total 710  " 

Special  track  work $4,700 .  00 

Ties,  355 @  $.65  230.75 

Tie  plates,  355 "  .17  60.35 

Spikes,  6  kegs "  4 .  00  24 .  00 

Excavation,  710  x  0 .  47  =  334  cu.  yds "  . 50  1()7 .  00 

Crushed  rock,  710x0.2  =  142  cii.  yds "  1.65  234.30 

Joints,  bonded,  150 "  1.25  187.50 

Labor,710ft "  1.25  887.50 

$6,491.40 
Deduct  for  straight  track,  350  ft ''       2 .  50  875 .  00 

$5,616.40 
Add  for  hard  center  work 1,670.00 

Total $7,286.40 

Estimated  weight,  85,000  lbs. 


«6  EXHIBIT  /,  SECTION  1-D. 


DOUBLE-TRACK  CROSSING,  CONNECTING  CURVES  IN  THREE 

QUADRANTS. 

Straight  track  included 440  ft. 

Curve  track 540  " 

Total  980  '' 

Special  track  work $6,650 .  00 

Ties,  490 @  %   .65  318 .  50 

Ties  plates,  490 "  .17  83 .  30 

Spikes,  10  kegs "  4 .  00  40 .  00 

Crushed  rock,  980  x  0 . 2  cu.  yds.  =  196  cu.  yds.  .    "  1 .  65  323 .  40 

Excavation,  980  x  0 .  47  =  460  cu.  yds "  .50  230 .  00 

Joints,  bonded,  200 "  1 .  25  250 .  00 

Labor,  980  ft "  1 .25  1,225.00 


$9,120.20 
*  Deduct  for  straight  track,  440  ft "       2.50      1,100.00 

$8,020.20 
Add  for  hard  center  work 2,470 .  00 


Total $10,490.20 

Estimated  weight,  120,000  lbs. 


ELECTRIC   TRACK  SPECIAL   WORK.  67 


DOUBLE-TaACK  BHANCH-OFF. 

Curves,  2,  each  90  ft 180  feet. 

Straight  track  included 65      " 

Total 245      " 

Layout,  complete,  with  fish  plates $1,220.00 

Ties,  123 (g  $   .65 

Tie  plates,  123 

Spikes,  2  kegs 

Joints,  bonded,  36 

Excavation,  245  x  0.473  =  116  cu.  yds 

Crushed  rock,  245  x  0.2  =  49  cu.  yds 

Labor,  245  feet 


.65 

79 .  95 

.17 

20.91 

4 .  00 

8.00 

1.25 

45 .  00 

.50 

58 .  00 

1.65 

80.85 

1.25 

306.25 

SI, 818. 96 
Deduct  for  straight  track  included,  65  feet. . .  .  "      2.50  162.50 


SI, 656. 46 

Add  for  hard  center  work 405 .  00 

Total $2,061.46 

Estimated  weight,  23,000  lbs. 


DOUBLE  TRACK,  THREE-PART  Y. 

Curve  track 360  feet. 

Straight  track  included 170     " 

Total 530     " 

Special  layout,  complete,  including  joints $2,780.00 

Ties,  265." (oi  $   .65 

Tie  plates,  265 

Spikes,  5  kegs 

Excavation,  530  x  0.47  =  249  cu.  yds 

Crushed  rock,  530  x  0.2  =  106  cu.  yds 

Joints,  bonded,  100 

Labor,  530  feet 


.65 

172.25 

.17 

45 .  05 

4 

.00 

20 .  00 

.  50 

124.50 

1 

65 

174.90 

1 

.25 

125.00 

1 

.25 

662 . 50 

$4,104.20 
Deduct  for  straight  track  included,  170  ft "      2 . 50  425 .  00 


$3,679.20 
Add  for  hard  center  work 1,020 .  00 


Total $4,699.20 

Estimated  weight,  50,000  lbs. 


68  EXHIBIT  I    SECTION  1-D. 


CROSSOVERS. 

Straight  track  included 50  feet. 

Length  of  crossover  over  all 57     " 

Total 107     " 

Crossover,  complete $600 .  00 

Ties,  54 @  $   .65  $  35.10 

Tie  plates,  54 "        .17  9.18 

Spikes,  1  keg "      4.00  4.00 

Joints,  bonded,  20 "      1.25  25.00 

Cross  bonds,  6 "      1 .00  6.00 

Excavation,  107  x  0.473  =  50.6  cu. 

yds "        .50  25.30 

Crushed  rock,  107  x  0.2  =  21.4  cu. 

yds "   1.65  35.31 

Labor,  107  ft "      1.25  133.75 

$273 . 64         273 . 64 

$    873.64 
Deduct  for  straight  track,  50  ft "      2 .  50  $    125 . 00 


$    748.64 
Add  for  hard  center  work 375 .  00 

Total $1,123  64 

Estimated  weight,  11,000  lbs. 


ELECTRIC  TRACK  SPECIAL  WORK.  69 


DOUBLE-TRACK  Y. 

Curve  track 360  feet. 

Straight  track  included none. 

Total 360  feet. 

Special  lavout,  complete,  with  joints .  $1,670.00 

Ties,  180.^. ^  $   .65  117 .  00 

Tie  plates,  180 -        .17  30 .  60 

Spikes,  3  kegs '•      4 .  00  12 .  00 

Excavation,  360  x  0 .  47  =  169  cu.  yds "        .50  84 .  50 

Crushed  rock,  360  x  0 . 2  =  72  cu.  yds "      1 .  65  118 .  80 

Joints,  bonded,  45 "      1 .25  56.25 

Labor,  360  ft "      1.25  450.00 

$2,539.15 

Add  for  hard  center  work 340 .  00 

Total $2,879  15 

Estimated  weight,  32,000  lbs. 

DOUBLE-TRACK  THROUGH  Y. 

Curve  track 360  feet. 

Straight  track  included 90       " 

Total ,450       " 

Special  layout,  complete,  with  joints $2,630.00 

Ties,  225 (5   $   .65  146.25 

Tie  plates,  225 "        .17  38 .  25 

Spikes,  4  kegs "      4 .  00  16 .  00 

Excavation,  450x0.47  =  211  cu.  yds "        .50  105.50 

Crushed  rock,  450x0.2-90  cu.  yds "      1.65  148.50 

Joints,  bonded,  86 "      1 .  25  107 .  50 

Labor,  450  ft "      1 .  25  562 .  50 


$3,754.50 
Deduct  for  straight  track  included,  90  ft "      2.50  225.00 

$3,529 .  50 
Add  for  hard  center  work 810 .  00 

Total $4,339.50 

Estimated  weight,  48,000  lbs. 


70 


EXHIBIT  I,  SECTION  1-E. 


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TRACKS  IN  CAR  HOUSES  AND   YARDS. 


71 


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72 


EXHIBIT  J,  SECTION  1-E. 


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EXHIBIT  I,  SECTION  1-F. 

CAR  HOUSE  AND  YARD  SPECIAL  WORK. 

SUMMARY. 

Total  cost  of  special  work,  new $114,420 .  40 

Deduct  portion  estimated  with  street  special  work..  .  .  7,031.30 

$107,389.10 
Organization,  engineering  and  incidentals,  15% 16,108.36 

Total  Cost  New $123,497.46 

Depreciation,  40  % 49,398.98 

Total  Present  Value $  74,098 .48 


EXHIBIT   II 

PAVING 


EXHIBIT  II. 

PAVING. 

SUMMARY. 

Pavement         Miles 

Granite...  29.28 

Sq.  Yds.         Price  per  Yd. 

627,804  $2.50  +  15% 

Cost  New                Present  Value 

$1,804,936.50  $1,470,363.42  ^(C'-y^ 

No.lGranite4.64 

21,749 

3.60     " 

90,040  .86 

82,265.32  ^\\?Y 

Brick 132.16 

23,932 

2.30     " 

63,300 .  14 

51,922.32  ^T^ 

Cedar 5 .  94 

136,780 

1 .  10     " 

173,026.70 

119,295.83  Ip^-', 

Macadam       6 .  30 

11,126 

.75     " 

9,596.17 

8,114.79 '^.« 

Asphalt ...     2 .  36 

30,637 

2.00     " 

70,465.10 

62,813.58  ^\l 

Oak 48 

2,272 

1.30     " 

3,396.64 

2,570.42 -jS'.'J^ 

Plank 44 

1,821 

.72     " 

1,507.79 

1,402.58^/ 'J. -^ 

Cinder....   33.94 

157,488 

.30     •' 

54,333.36 

27,197.97 

Dirt 8.16 

38,327 

.30     •' 

13,222.82 

6,611.40 

Totals 223.70 

< 

^2,283,826.08  $ 

1,832,557.63 

78 


EXHIBIT  II. 


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<  coCd; 


to  to  O  CO 
to  to  to  CD 


X 


X 


<1 


c;S  O'-Ht^'OtocoJiJ 

OI  CO  "^  CO  'Tfi  to  to  CO  "^ 

i-<  '■'.'■■■    ■ 

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pi 

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^  «  ■   ■   ■      ; 

a  z-   -   ■'   -    z 

<  w         < 


I'AVlNa  DATA 


o  o  o  o  o  c:  c;  O  'C  -M  X  "M  f c 

^        tc  Tf  LO  O  iM  '*'  O  'O  Ol  :0  CO  CO  Tl 

i3  y  3   c<i  o  cc  t)h  lo  >— I  'M  C"!  io  i-o  o  lc  "*  i^  X  'O  "M  X  ^h  oi  c;  o  X  c:  '-; 

„  :?■—   —  ^tc  ^  _ij  ,^  _  ^,  —  -.»  _!.  ^-^  -r<  --5  c:  .— <  ic  :^  Ti  ;c  1^  ~.  3  "c  c;  '^ 


■ — ^  f^  V'  O  ""^  '^1  ^  ^  ^^'^  ^  '^ 
lO  ^  X  "H  ^^  ■— '  ^  '^  o  o  -t  'C 


°  ^H    CO  •*  t^ 


Tt^      O  O  (M  CO  C  -*         X  -f" 

i-^    C5 »— 1  '-f'  CO  X  o      lo  X  X  't  *r 

C^f       r-H  lo  X  C-.        O  1^  "  ;£  01  I  -  c:  — •        '-I 


^^lOt^O  CO      OO'-H'^X'-' 

St3      O   --H    TjH  C5        ^    lO    -H    ^    l^    O 

c.  •  ^ 

C/ir^     CO  >0  r^  Ol 


!;  <n 


^H  _(  ,— I  O  t^  t^  X  CO  1^  CO  oi  o  '-  X  — 
X  LO  c;  "^  o  •*  T  i^  --^  c:  oi  :o  1^  oi  oi 
lo  oi  »o  Ci »— I  X  r^  — I  oi  CO  CO  -— I  X  t^  X 

-*'  ^"        tJh'  x'         x'  ^'  X'  '^^' 


?H 

Q 

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3 

o 

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LO 

a 

>^i 

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C^ 

fin 

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L."^  in  li^    ?-  i^  iQ  1^  'O  'O  '-O  'O         'O  'O         'C  '^ 

o  t-1  i-l  1-  Z  1^  t^  <>i  '^i  ^1  ^  '^  1^  '^1  '^'  '^  Cr  '^  '-2  '2 

OXXX'^XXt^^^CsXO'-^^O-lXXJLOiC 

CSJ    rt    ,_i    ,_,    .S    .-H    1— I    ,— I    (M    C^l    1— I    »-H    O)    Ol    Ol'O'l    T-H    ^^ 


o  o  o  lo  lo  lo  I^  lo  'O  lo  lo  »o  'O  lo  3  '^'  «-c  o  'O  '-  ~  c; 

O-I  >-0  01  Ol  Ol  01         0-1  <M  (M  ^H  r-(  r^  Ol  "— '  '^  -— I  --'  Ol  Ol  LO  i.. 


"I  si's    IOC'S      >0      c0C0>OiOioKc0i0'0c0Oi0C0>OC0''--0>OiC'-0>-0-^'-- 
"^^    oi  rvi  0-1      Ol      CO  — i  O^l  Ol  f^i  oi         Ol  iM  0^1  O^l  0-1  0-1  Ol  Ol  Ol  O-l  O^l  Ol  "M  —  — 


< 
> 

(X4 


-  >,£    O  CO  CO 


•3     o 


O    ?;  O  ^  O  O  w  -^  ^  ^  i-^  ^  ^' 


"^        ^        t'       V    r-^    -^    J~' 


CD   CO  CO  'CO  CO  CO  CO  i-O  o  CO  CO  CO  CO 


CO  CO  CO  CO  O  CO  CO  CO  CO  CO 


Sc'ScOcOCO  Oi  LOXOOCi'^Ol^^cOOr-iI^-HOOlOOO^--^ 

^- «    t^0>0  t^  XX30cO-Ht^t^>0-*t^^t-.01C001;^iOC:C:^0 

.2-      ^*    I^         O  o-l  »0         TtH  CO  Ol  '— I  OJ  O  C:_^  Ol  t^,  cO_^  •*  C:  >0  Cw  >0_^  CO         'T  -+  -Tf 
C             ,-h'         rvf  ,— ('  of  "— <         'M'  ^'         '^         "*  Ol 


o  o 

4  S 


^  ■  t^> 


2   &I 

crl 

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C/J 

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o  :c  c/2 


c  <^ 


I       ^'3  -  d 


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[/J 

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i-      ^.    O    O 


O 


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■:C-    ■=£ 


^S^JP^^^-2^ 


oF^si 


Ol  'M 


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lo  S  3  CO  i^ 


Ol  X 


o 

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^         X 


80 


EXHIBIT  II. 


o  a;  75     COX^'M'— I'-HtO'— t^HCOr^OlCOOl^O'O'-HiOt^'— iGCC/:'— ifLOO 
="' £>    CO  CO         Tti  '^  '^  '^  Tt^  iC  (M  X  lO  Tfi  CO  CO  CO  X  CO  CD  O  CI  --H  C^l  --H  Ct  CO  co__ 

^fe      ci  -^'    ^        O    Oa'  Co'    im'  C5    lO    Co'  O    '—*'  x'  '-H  iC    •^' 

^  .— I  T-H  OJ  1— I 


O  t^  -*  Ol  O  iC  X>  "M  LO  CO  X  1^  "O  I^  '-C  Ol  LO  CO  X  C:  O  CD  O  CO  X  iC  CO 
COCtcO'— lO'-OOJiO'OCOCOt-^iOOl'OiO'^COCOCOCOOXxX^HO-l 
T— I  CO  CO  Ol  'M  CO  t^  CO  t--;^  i— I  '^  X  CO  --H  lO  CO  l>'_^  --H  ^_  t^_  -^  CO  CO  CO  O  CO  o 

--H  o-f   ^'   oa'   >— t'  "O   T-H  Tt^'   of   -H  tj^'     CO  c:  1^'   oi' 


5§S  »OiO>-OOOWOt^O«OOOCO(M(MO<Mt^C^<M(NiOiOiOiOr^(M 

o-^>i  O-IiOt-hOO'— iO'-<OC30CO<M'-i'— lO'— ICO'— I-— ir-HC5<-NC^C^O'— I 


05  (M 


<M  r-H  (M 


(M(M^(MC^C^(M(Mt-((M(M(M(>l!N 


O  O  O  O  O'  o  o 
<— I  lO  »0  iM  Ol  -— I  Ol 


01i— 10)01      r-H-— I      r— I      r-H,— (,-H'— l^^^Hr-H^H.— I 


kJ;"-  iOT-HCOLOiOCO^CO^CO>01>-CO'0^0'^'0*OiOtCCO"^OiCCO»0 


Oi   (M 


iM  (M  O^J    T-H  Ol  Ol  (M  iM  Ol  C^l  (M  CM  iM  "M  (M  (M  CM  CM 


•EH 

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tf;  '    Jr'  ."tf;  i±  't:^'  -t^  <^  ."ti      tf;  -^  c3  .-S  .-t;  03  .ti  .t;  .-t;  ±;  -t;    ,  ."ti  .-s  .t;      .ti 


_§  "P  ""5 


(-,  ^  -^  a 


..    ,--,..      ,^    c3    ci    ci  .ii    g    rf    ci  .^    ci 


^   o.rt   '-I   '-'t>.'   ^b»-   '^JS   '"'i-ij^   '"^   '^   "-," 


COCOXCOcOOCOCOCOCOCOCOCDCOCOcO'^'-i^'COCOCOCOCOcOCDCOCO 


O  1^1  O  Ol  rn  ,■ — ^,  rv)  X  O  i-O  C;  CO  O  "^  '— '  X  C  iC  C-  CO  CM  '— '  O  O  I"^  1^  O 

OCl^^X^OO-lCi'Ot^C:oOCOCOCi'^t~^OcO'rt^'^l>XXl^'t< 

CO  "*  CD  CI  C^l  C^l  rt  "O    X  CO  Ol  CO  "TS  ri  "^^    X  CD  C^l  CO  O  C-1  C:  i-h  --h 

,— r      CO      '— '  co'  'm'      '"'  oi  CM  Lo  co'      -—T 


S;    "  fr-' 


> 


bij  a  s 


o 

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O    S3    o 

O     rH      O 


bJD— 


03  0  s^  ?5  ?2:o^^^ 


±"0  0 


cc 


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PQ 


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a;   CD 


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PQ 


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c3 


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fe  ^      K  <  H^  ,S  ^ 


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03    ?3    ;:3 


o3    03 


X    a    G  j:Z  ^    '^    X    X  ^  ^.^-.^ 

Cbc3o30«^-^00-t-c3c3cjt'_i 
^    S    J-;^;;^    "^  J^  ^    ^    '■^    '-- -^ '^P,  ^ 


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PAVING  DATA. 


81 


C5  O  O  'O  -+i  'M  CO      O      X  'C  C:  X  O  O  'M  rC  — I 
O  O  :0  t^  O  >— I  ^      3     X  -M  O  O  O  O  ^  :0  'M 


't'i       ?i       "O  S  ro  oi 


i-sS'f'MC^o^ox  X  ;o^X'Mococ;o 
c  £-  :o  -M  -M  cc  ^  !X)  c;  o  ^  CO  CO  cr.  "C  --<  c;  -f" 
^£>        -+  CO  X  re  ci'  c;    o    '— I  >o  oi  -f  3  >(^  o  -■^ 


--C  c;  X  o  -r)  -o 
—  lO  -^  I-  ir:  X 
01       —       '-, '-,  -t*  X 

of  Vj   r-.'  ^' 

oi 


V,  LO  ^  ^  X  t^  CO  lO  Thi  I^  lO  X  ^  ^  ,  .  ^  ^^  .  , 
-c.— (.-HCD'-Ot^OO  O  OOlO'+i'-H— i-n-H-o 
._S    ^  t^  X'  t^  ^  CO  t^      X      ;3  —  ^  ►-    ^  -     "-^  -      -•- 


X  O-l 


CO)  CO 
'^  t~^^  O  t^  lO  t^  OI 

Tt^"  o  o6  tC 


»0        O  '^  OI  o 
t-       CO  c:  t>.  o 


g  §  a    O  O  '-0  O-l  lO  O-l  OI      O     -^  O-l  lO  X  lO  Ol  oi  t^  t^ 

S-|>'    lOO'-H— lO^^      O      XXOJX'— I— it-hXlo 

'^      "  i^'         '^l  — I  OI  Ol      Ol      T-H         0-1  Ol  Ol  '"'  —I         OI         >—( 


X 


X 

X 


Ol 


l^  1^  iC  t^ 

X  X  CO  X 


6?&-^ 


lO  O  O  ^O  »iO  lO  'O      C:      ~  lO  O  ~  O  'O  'C  '^  3 

0-1  O^  lO  >— I  '— I  ^H  .— I       Ol      Ol  Ol  >— I  r^)  lO  '— I  ^-^  '^'  Ol 


01  01  Ol  ic  Ol 


■~"  —  —  ■'=:  —  ^  •-=:     -"^     .-  ~^  ;r:r  ^  r:r  .-^  .-^S  >,^  .-  .^        ._        io  O  ro  O 


1"^  »0  CO  LO  CO  i-O  »0      LO      CO  >— I  UO  >— I  CO  'O  "O  ^O  f 
!01         0^1  O^l  Ol  O^      C^      (01  — I  Ol  ^H         Ol  Ol  'M 


^1 


W    O    O    CJ    s 


Q 

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5  '-  ^  ""  -^  '^  '^  '^  ^  -^  5;J  '^  b  ^  'S  '^  '^  ~      'a 


0:OCOOCDCO^      O 


LO  o  ">o  Ol  o  Tt^  t^     '^ 

O  O  X  LO  O  X  Tt^      o 
rt  ri  LO  ^  1-^  :o     X 


COOtOCOXXCOO 


^o  r^  Ol  o  ij  f^  -^1  ■— ' 

'*CD'^cO::-5c:CO 
C:  O  'O  c;  -^  '-^  TfH  "-H 

t>-  uo  o'  CO 


:0 


^1    'M    r-i    Ol 


wCoa 

CO  o  :a  o 


^     _  "0  CO 
Ol  CO  Ci  CO 

co^^  CO  Id 

X 


o    bJO  ?^ 
"n  ^   o   a;  ^ 

I  >    >!;-l    •"-'    +-*    -*^ 


X 


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X 


o 


r^ 


b£ 


s  i  :=  ffi  "^  -^ 


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^  —  _  'o  — 
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:£        r-  =    <^ 

■^  *-  < 


X 

c: 

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id 


.  o 
-c:  CI, 
>  X 


82 


EXHIBIT  II. 


i£?  if,'  K  v!  S  S  Q  S  ^  ^  c;  o  t^  o  Lo  o  lO  !M  »c  :/- 

Ol  f>)  O  O  <M  O  (r>  O  ^  CD  C  CO  OO  tr^  iM  «?:  (M  1^  1^  ci 

CD  lO  ^  T— I  »0  O  CC  O  >-0  OO  CD  ~  Tf  -H-  rt^'  C^  — '  ,-H  t'-^  ^' 

C-^  CD  O  lO  ^  Tf  C:  O  O  »0  —I  T-i  —  _  lO  rvi  ^  —  ^1  r^ 

»C  C^__  CD  X;  0_  CD^  !M  T-H  t^  CC'  O  Tf  X  i-H  x  c;  CT.  S  !•-.  CD 

CD  rj^'  O  Cd'  CO  of  »o'    !m'  tJh'  O-l"      rNi'    rv]'  ^  iV 

^  CO  ^  ,-H  C-1  Tj^ 


i-O  ^  ;— : 


C:  -D:  O  CO 

r^  CO  CO'  CO 

^  cr-.  cc 


oicD'OOcooo-ixr^r-io^i'-Hr^iMo-iCi^^t^c; 

O  CD  O  X  X  Tfi  to  CD  CD  »0  cr.  -^  X  I^  C:  O  ~  —  CD  cr. 
CO  o_  CO  o  CO  X  CD  --;  en  ^  X  ^  -^  '-I  '^  c;  ^  x  t^  oi 

l>r   CD  O  ^H  Tt  r-H  of      (-:' ,— r  cc' 

^  -H  Ol      r-l  y, 

to  liO  lO  >0  LO      »o    to      to  X  LO  lO 

t^o-itooio-i^Ot^Tt^r^ioior^'^c^toto-^tO'^i 

X'-HC:^,-iOaXoo^COCsiT-HCOCD^(M01(N<MX 


Ol  '—'   C^l  O^  (M  —I 


iM  O^ 


CO  CO  to  CD 

C^  i^  CD  '— I 

to  zt  c:  X 


to  to  O  to 

'-^  ^  c;  o-i 


(N  <M  Ol  CO  0^l 


S  c 


to  to  to  to  to  O  O  to  O  to  o  ' — ^  to  o  to  3  3  :::;  3  l.'-^ 
Ol'-i'— I— I,— ir-fT-HO^CD    ^to   *^^.-Hr-,^^o"| 


to  to  Ol  ^H 


OOOOoOOOOOooOOIOOOOOO 
iCtOCOtOio'OOtO'— itOiOCOtOt-^iOtOtOCDtO— I 


0<1  Csi  C^l  Ol  (M  (M  Ol  O^l  --H  C^l  o^ 


C^  O^l  0^1  CO  Ol  ■— t 


o  o  o  o 
CO  CO  to  to 


Eh 


CDOCDCDCDOCDcDCDcDX'OCDCD 


X  X  X  CD  X  CD 


^  C  O  'M  O  O  CC  t^  T^  If;  Ci  ;-^  ^  ^  (^-j  i^  — ,  i-^-j  _-,  ^ 


CD  03  X  0-1^  CD  to^  CD  (M    O  lO  CD 
O    Co'  to'  CD  CO    t^' 


^  ^  cc  o-i 

to 


72  (B  O  (U 

-Si  ^  '^  "p 


O  X  CO  CI' 
O  C^I  Th  to 

CO  O  to  rj< 


o  ^ 
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'■^  -    --  "-^  I:^  +- 
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^  ^totocoSXc^Oco'^or-C    l>^"S''~  ^'^ 


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CO 


c    • 


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3  K 


PAVIXG  DATA. 


83 


'C  o  lO  CO  1-^  o  'M  c^i  ^o  '>\  i^  yi  ~  X  c;  »o  o  'C  lO  CO  CO  c^i  o 

"«  £  i    CO  (M  lO  :0  X  CO  ^^  'M  Ci  »0  Lt  :0  lO  o  iC  I- f  >0  CO  O  Ol  CO  o 

081;  ^  00  cr.  :o  CO  o  CO  X  CO  o)  1^  -H  i-^  x  -t<  c.  CO  oi  cr.  X  -^  >o  c-. 

^&>     CO  (M  O  CO  ^H  -M  LC  CO  CO  CO  I^  CO  "—I  CO  CO  'M   3  ^  C^  CO  CT:  -f 

O-f  X'   -— r  -f   ^'   ^'   r-^    —1'  -"H  CO'  --H     1;^     CO'  O     C^l' 


0  »o 
<o  Ol 

'0' 

Ol 

^■^    C5  C^  X  l^  "^C  CO  C;  ^^  OI  C:  t^  iC  O  CC  ~  10  t^  I^  '^  CO  <o  O  '^ 

H.  X   o  ,-H  o  r^  t^  t^  o  X  '^  X  ^H  t^  10  X  CO  CO  >— I .— I  »o  01  lo  — 1 1^ 

cc  >-    Tti  ^  '— I  ^H  O  LO  T-,  -^^  t^  lO  '— I  O^  Oa  Oi  0-5  -^^^  ^H  o^  <M,  t^^  CO  iq  C-i 
-—T        x'  co'  1— 1'  T-H  (N         "*  -— I  O         OD  '-H 


01  CO 

o  CO 

X  0-1^ 


^    -T3        in  oi  '-0  i-O  10  lO 

s  Si'  T   o  t^  »o  r^  ic  »o  T-H  un  10  i-C'  o  o  c;  o  o  o  o  o  "O  i^  01 1^  lO 

g^>-.    lO  CO  C^l  O  O-l  <M  CO  (M  O-l  O-l  <-0  CO  ».0  Ol  LO  lO  O  »0  t>-  X  t^  X  Ci 


iS       r-H    (M    (M    0-1    Ol    !M 


IM    C^l    'M    --H    ^H    ^H    ,-H    ,— I    r-H    'M    ,— I    T-H    ,— ( 


'-0 


oiH'^co*^^t~-'^'^'^'^c;Lo5ioio»0'0'-oicco»oco 


2  fe^     (M  01  Oa  C-1  !M  (M 


C^  (M  tM  0-1  f>l  "M  fM  (M  0-1  0-1  Ol  iM  O^l  Ol  Ol  C-l 


Eh 
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O   Q   o         o 


c;oa)cc;tici;QiOO(uoo 


rt   ~    "'    ""    '- 


^    ^    ci  "r"    ci    ct    ,-i.    rt    c3    c5    c    ^-H  ci    ^-^  Cg    Cj    c3    c3    ^    c3  .^h   c3  .f-i 


;h  §(£;  00  o  '^  ^  "-^  '-^  CO  *~2'  X  X  ^   '^    ^ 


^■"fri     c-5  f^  -^   O  01   ^   CO   ^  O  CO   C2      t>- 

oco'^^'^'^i'O^cocO'-i    a 

Tti         '^  ^  "-C  CO         CO  X  CO  ^     ^ 


CDCOCD'^COCOOCO 


t-,?o»o'^t^ct^t^ 

X  CO  X  iS  cr.  c!  X  '-H 

CO^        X  CI  o  ^M  t^  o 


to  CO 

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Ol    Tj^' 


03      O     CC 
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'—      »      ■>      ~<      >—      ^      r"      >^      C 

trS    c3    c3    ,•  O  »0  lO    -^      . 
<5p-s>-5XcO>0».OXX 


84 


EXHIBIT  II. 


'v^   .^5   .--i 


"M  O  -,^  -M  T^  O  —  Ol  3  O  O  O  -^ 
-M  rT<  i-i  CC  C;.  X   3  n  C:  --D  CT.  "M  Ol 


M 


ro  "'■V  X 


ro  c;  '-H  ~r  oo  M^ 
^3  ^  o  Ci  oi  !r> 
-H  re  re        X        O  'M 


O        X  X'  CO  CO  C2  t^  O  ^  Ct)  iC  -^  to  -^ 

CI        l-^  t^  O  t^  X  O-l  X  -^  X  C^l  Tti  O  t^ 

Ci          l>-_^  >— I  O  "*  ---;•<  X  X  lO  X  CO  CO  t^  CO 

^'      ^"  ^'  t^  o' 


lO  O  lO  CO 

C^  CO  Tfi  lO 

LO    CO_,  Ttl  r-H 

im'  O  lo' 


1^  lO 
to  CO 


to    'O  lO    LO   l-O  LO  LO  LO 

»0  lO  t^  t^  t^  LO  LO  LO  LO  O-l  t^  I>  X  LO  LO  LO  ^1  -^1  >Oi  to 

^^  Ol  CO  CO  O  05  C^  O-l  C^  .— I  CO  CO  X  O  O  Ol  ■TtH  i-^  ei  -— I 

Ol               "M  C^  C^l  O'l  C^  C^  C^  C^  1—1  ^H  0-1  CO  '—I  Ol 

OOOOOOOOC^tOLOLOO'  lO  toOio  to  oo 

LO^Ht— I^Hi— I^HT-H^H^H^^                            ei  ^^  ^Hi— I  e-1  •— ILO 

COtOI^t-^COtOtOtOiotOtOtO'— i  CO  COtOcO  CO  LOCO 

Ol                Ol  Ol  <M  'M  Ol  Ol  Ol  Ol  I— I  Ol  Ol  Ol  c^  Ol  Ol 


< 

Q 

> 


LO 


w   o   ci   ci 


q   o   o   o   cj   o  o 


;S  ;i_.CJCjO"j^ 


;^         '  -,  ."^  "^  *^  'T^  r'-;  r",  m  --,  "-,  "-,  ^►-,  •■  -^ 
CO 


cOcOCOCOcOcOCOcOcOXcOcOcO 


S3 

CO   CO 


OO'-HXLOtoOcOocOLO'^CO         o 
C:  O  O^l  CO  t^  O  O  ~  c:  CO  Ol  CO  1^         O 

O'-HCOOl'^l'^tOcOiO^oCj^'^^l         o 


to  X  CO 

CO  Ol  >— ' 

nr\  m  rri 


o 


O  CO 


t^  CO 

to  C5 


-+-.   t^       f-^  ^ 

« 

t^  ^        72 

to   o 

^ 

'-;?  bc-  Q- 

CJ 

O    53     ^     ^ 

>;  i2  +0  o  ^ 

1^ 

O    c    M    fi  "* 

bC       -1^    ci 

^ 

03        =*-<  -i2 

c3 

o 


CO 


03 


:c 


>. 


^_i   q  i_H   ;:^ 


03 
03 


S 


go 


:  o 


^      ^  .-X  ?^ 


ic      fr5  q 


o  ^^ 

^  ^  ;.; 

.+J     03     O; 

a;    O    7^ 
t>  -^^  ^^ 

i>  ceo 


o  "2 

CO     M 


;::   >-. 


<     !-< 


X 


n 


)—iij'jj 


03 


a  a 

-M  CO 

CO  CO 


cd 

03    O 


c5  "^ 


^r.a    ^    S 


— ( 


PAVING  DATA. 


85 


lo  lo  lo  lo  cc  c^i  ^H  ic  >c  rc  x  '^  'C  TC  c:  '.'^  o  o  t^  o  X  o  o  o  »c  tc  o 

05  t^  1— I  c;  ^  ^^  CC  C^l  t^  ^^  ?C  t^  l^  ■M  w  "M  3  :C  CO  O  X  ic  O  O  t^  ■>)  O 

o  S-t:  tc  •— I  C:  -f  "M  ^^  -t  O  O  t^  'M  Lt  iC  -f  cr.  -M  •-C  ^  X  C.  I^  — '  lO  o  o  :o  o 

^(i;>  O^  '*  CC  ^  X  ">0  O  Ol  t>-  Ol  -t  t^  X  t^^  'M  I^  CC  1^  O  ">D  OI  CO  -M  l^  Ol  O  »-C 


CO  iC  ^H  ^^  C:  t^  CT  t—  "M  C:  1^  *>)  CC  re  -M  LC  O  »+  >C  X  —H  ei  t^  -f  -1^  O  '^1 

£42  CO  ^  't  ^H  X  X  Lt  — I  —  t^  l^  -O  -M  C;  i.-t  X  o  -^r:  ce  --c  X  -f  ei  >c  ^^  o  cc 

g  ^  o^  '^^^  ;c  cc  CO  i->-^  t^  '-H  rr  CO  ^  ^  X  TC  ro  ic  "+  i^  i^  CO  ;c  ^^  !C  x  -h  01  '^ 

-a'-^  t^  d  ~v  -f      01            c^i  — I       ^H  x  c;  of  -f  "M  ^'  co'                '— I  co'           of 

i-a  io'^'^'^OlciC'-C'O                           uoiO»C                           iT'iO 

2  §  a  »o  10  >-0'  ir-  01  t^  X  >c  r^  r-  t^  t^  lo  ■o)  uo  >o  "^  10  01 1^  •>•  ^^  o  o  -ti  i^i  t^ 

£^>H  T-ir-H,-H^^cO'— lOlCOcOCOrOOlXiO— iT-H,— iXXX'MOOX'— iX 


-   i;  ^ 


05  C^  C^l  fM  !M  'M  'M  "M  •>! 


^    r^    Ol    Ol    01    '^    01    ^ 


fc5c.-J  O  O  O  O  "O  «^C  'C  C:  '-t  ic  »C  i-T  C:  'C  O  O  O  O  O  »0  iC  O  O  O  O  10  10 
0.2  ^O  10  IC  O  '-I      ^  -^  "M  IC  to  IC  10  C^l  <M  (M  ^  C^  -M  IM  T-H  (M 


OOOOOOOCOOOOOOOOOOOOOOOOOOO 
^"E    COCOcOroiOtOCOtO'OiOLOiCiO'— ii-HCOCCcOi-HiOtOOiOiOCOiOO 

'^>:     •    •    •'• 


^ 


Ol  C^l  "M  "M  "M  01  'M  "M  'M  — ' 


—  01  Ol  "M  •M  Ol  'M  Ol 


Q 

1-4 
> 


.5  00        ooooco  mcom        00000        00 

^  .If;  .t^  .   .t:  .t;  ."ti  .t:  .t:  -t:  ■-  ^  r  '3  ^  .^  .-t^  .t:  ."t:  .■^  .-s  ,   .-ti  .t: 

5-S'S    CO  o  o  CO  X  —  to  o  w  -^  :c  :c  -sC  —  -^  --r;  "-C  -^  o  X  o  CO  o  ;r     ■  ",0  '-o 


OCO^^XX'^COfMOO'^COTt^CCOOO.-iiOCOOC^t.':! 
to— i.-HLOCOO(MOiOt^OiOOXO^t>>OQOC:'— iXX^MCC 
OCOOo"^'-'^'*         COi>.— lOOC-lCCiOCOcOi— itJhcO         OO-l 


CO  to  Ol  X 


'^  to  ^  05  ^  O^  Ol 


s        , , 


O  X 
to  CO 

^  CO 


l!^xw-<xx.i;^?->;i:--!5^  —  ><xwSS3c 


<< 


CO 


c-    ■-    ^ 

Tf    X    C. 

CO  CO  CO 


?  K  H  S 

H  :r  r.  S^  ^    ^    ,    ^ 

c;  ^-^  ^  Ol  -    ■•    -    "• 

t^  H  c^i  •>! 


EXHIBIT  II. 


u-  X  r:  L- 

»-■:  ^7  t^^  rt 


•-2  5:  —  f^  f^  ?j  >:  ^  >:       r^  i--;  5:  3  L-t  t^  £j  ^  ^  tz  i"~  ^ 


n       r-  r-:  r-:  -^        x        ?i  r-r  r- 


=-H    r:  f  1  t^  t^       r^  L-  ~  r-  r^  — 


■M  —  Ti       t^x  —  X  —  ^.  'j:  zr.  x.  -:\  -Ji  -z. 

—  -X.  —       —  t^  X  x  ci  t^  t^  L-  t^  t-  r;  3 


i  =;;   X  3  3  c:       c;  u- —  c;  c;  r:       c;  rt  CJ  n  ci  x  x  ri  t^i  ?^i  rj  ri 


—  -ri  fi  Ti       ri       ri  ?i  ?i  ?i  ri  n  ?i 


M  ri  ri ri  ri  ri  c^i  C'l 


;^  5    i^  c;  Lt  iC        "-"^  t>.  i-t  Lt  L."  L-;  u~  L.t  Lt        «-~  r^  »_;;  L";  tr;  ~  ~  ct  i-~  l~  i-t  tr; 

"^   ■M  CI  M  ^i       "M       ri  'M  "I  fi  n  n  n       n       ?i  n  n  ?i  n  n  ri  n  rt  ri 


Q 

[Zi 

H-l 

> 


z 


PAVlXa  DATA. 


87 


r-»  O  '^1  O  ^1  O  !>1  'O         i-C  t^  'M  ^  >0  O  -rf  3  O         O         3  O  (Xi  O 


"52    t>  C:  ■*  ^  O  Ct  C"!  1^         X  C: 

■g  S-5  C5  --^  "M  -H  C:  O  O        C:  2 


cr.  x^'-f''-iXX  X  -rtioroio 

-M  c^  -^  -o  -^  c:  -H  ^  o  1^  i^  ci 

C-  cc  1^  "^  -+  -r  CO  o  'O  -r  'O  --h 

oil-       c^'       •^'  '-'  -^01       I-' 


Ol 

o 


?;-o    rfi  C;  X  'M  ■*  Ol  "*  >— I  lO  ^  CI'  1^  CO  Ol  Ol  -t  t^ 

=  P.    1— I  CO  1— I  Tt  Tf  Ol  -^  -^  lO  CO  <M  w  '^  CO  'O  O  I^ 

x>>   in  Tt^   '^  oi  'X^  CO  CO  lo  ^,  '*,  t^,  t^,  s^  t^,  ^ 
cT   c^f        co'  x'  •^'  -*'   Ol 


cr.   01  'C  I-  X 

O    X  CO  1--  C: 
X    t^  Ol  ^  -^ 


=  -  -  Ol  »0  Ol  o>  _  _ 

^-=>'  .— loi.— i^xioxio      ior^xx»oc;r^oo 
->  s  lo  i-<  lo  lo  X  Ol  X  0-1      Ol  c;  X  X  ^  o  ^H  o  X 


C;  c:  Ol  Ol 

Ol  Ol  CO  01 


1J  ^^   r>-  LO  t^  f^  ^^  '"c  ^  lO       »n  CO  '— '  '-^  CO  i-C  CO  "O  o 

""'  0-1  '  ^H  Ol  r— I  Ol         C^l  Ol  >— I  '— I         Ol  >— I  Ol  Ol 


^ 


o 

lO 


«-0    LO   CC    LO 

Ol  01  CO  Ol 


LO 


< 

Eh 
Q 

iz; 

i-i 
> 

PL4 


c£         fcfj  b£ 


-^    -"^     ^    ^       ^H    .-H        Si    ■'H 


w:0  —  —  —  tCtOw        :OOOOCOCD^OO        o        OO^^ 


X  lO  LO  '^  LO  lO 
y—t  CO  Ol  Ol  'Ol 
CO  Ol         ' — ' 

LO 


0  C:  01         C:  C;  CO  C:  X  Ol  X  ^  2         '- 

^1  c;  c:       c;  r:  t^  oi  o  w  cr.  oi  o      lo 

H  -^  — «       01  OI  X  t^  ;c  o  ^  LO  ^       Tf 


O    LO 

-h  cr. 


LO 

X 


— 1  Tf  Ol  Ol        ■-< 


SX3' 


bij     • 

o    . 


■1 1^ 

c3  -^    O  ^ 


:  ,^  '^i ."  o  ^  i^  ^  ^  '^ 

-  ^  HH  s^  r  .S  <^   ex' 


r.^ 


^      X  pi  oi 


X         Oi  O 

CO         CO  CO 


88 


EXHIBIT  IL 


»0   Tt^   t^ 

(M  Tt<  O 


1>  lO  lO  iC  to  O  C^  »0  CO  O  O  O  GO  (M  t^  tX'  >— I  (M  uc  X 


O  to 


sec;     _4j  . 


c;  Th  c:  to 
10  cc  X  i^ 


c;  to  c:  c:  X  "-t^  o  c^  c^i  c>?  X'  to  re  o  x  ^H 
cr:  cc  1^  •-'  -t  i-^  X  o  '-C  10  c;  lo  o  x  c;  x 
re  to  C:  to  Ci  O  tC  C:  X  0  t^  co^  O  X  lo  X 


O  '^  to  C^5 


cr.  rc  o  -* 


s-S  irc  CO  Tti  ^H  re  CO  r^  CO  c;  c^i  t  r^  t^  c;  "^  —  '^  to  ~  <o  c.  cc  ^  -^  to 

p  S  t^  CC  .— I  t^  '^^  C:  ^H  CO  C;  O  to  ^  CO  C:  --H  r^  LO  to  t^  01  CC  cc  O)  X  to 

^fw  '^  O)  Tfi  Tft  r^_^  — I  -zi  CO  x_^  o  c:  X  t^_^  o  t^  CO  CO  x_^  x  ■-<,  01  '^  t^,  t^ 

of  ce       CO  c:  ^^  co'           -^  t^  -/       ^  ^  of  'm'  x 

_  X  to  to  to               »o  LO               LO  LO 

'^  c"^  to  X  T^  to  C:  O  0  C;  O  Ol  Ol  Oi  O  O  (M  C^l  "^  LO  LO  01  t-t  LO  t^  LO  LO 

i^^  c-i  X  CO  oi  10  LO  LO  LO  to  r-H  X  --H  o  o  — 1 1— I  X  01  c;  ^H  01  01  c;  o)  lo 

C     T,  •             •             .                          •             - 

£>  s  ^1  rs^ ,_  ^_j  _  r— I ,— I  oj   01  01  01  ei  01  ^^  oi  -H  ei  01  oi  01  'M 

^  ^^ 

ic^ ^      ^      ^      ^    ^      ^    ^ 

"S  a'S  to^r>.  tototO'OO'O'O'-Hto'OLOtO'Ocotocototoioco  lOr— 1 

jgp;  =5  ...  ...................    ^  .     . 

'*^  fM  r— I  01  Ol  01  Ol  (M  05  !M  T— I  (M  C^l  'M  !M  !M  "M  !M  !M  (M  Tl  Ol  "M  "M  t— i 


iz; 

> 
A4 


bJO 
~         O  C 


c  o  c  c  c  c  o 


O    O    O    CU    o 


Oi 


o  o 


COOCO         cox^'^'^'^'^^'^^^'^^'"^'"^^ 


■^  CO  -^  CO   CO 


ic"S  «o  CO  X 

5     *^    <M  (N 


H       j;  — ; 


LO  X  c;  CO  c:  — I  o;  X  CO  -^  01  ei  e-i  o  c;  >— I 

COCtCiCOOLOCO'— "^^t^COt^LOOtO^ 
OlTj^"- 1  O-TtiCOr^tOrJ^cOCl'LOOlrtHCO 


;=  o  b£i 


^:l 


c 


CO  to  CO  '-H 


"    "    5  •--  C^l  'N  c 

K  —  ^  -:f  -^  f-i 

■    ■    :  > 


CO  cc  o       01  e  I 


x^    ■  -=  !^ 


^  a  -^  -^   ~     ' . —  lt.  K 


p-^'ks 


01  c^  ce  to 


LO  ■—  c: 


01  '-'^  ■* 


to  CO  CO  X  PC 


T^l  01 


5W 


>^ 


rs  <  A 


.^^.  g 


1 

1  CO 


!^    >   ai 
O-  '^  ' — '    ^ 

"S  :S  '5  "?  "^  "H  ^'-^  ^  ^ 
C-.  i1^  i^  cr.  c:  CO  ►-;  -i     • 

CO  LO  lO  LO  lO   --O  ''^  ►-H  X 


eo 


< 


< 

►J   =2 


X^ 


PAVfXO  DATA. 


89 


_H^      'M  o  i-c  o  ro  CO  -^  CO  CO  t^  iM  ic 

■i  l-i    ■— '  C;  X  t--  — I  'M  ^  C5  -f  'M  tr:  c! 

^a:i>    S  *i  ^  S  ^  '^  ^  =^  t^  —  '-  '-^ 

'"'        O  Lt  CO  O  :0  >— I  l^  'M  -f  lO  I^  — 

'— t        <M  <M  1— 1        co'  Tt^'  co'  <— i'  oi 


LO  O  -n  fM  rvi  o  cQ  f^  ,^  2C  LC  O 
rfi  X  O  CO  -t"  to  t^  |-^  '^  r-i  ^1  /-A 
Tfi  (N  O  X  t^  iM  OI  'M  i5  C:  "Si  i^ 


"2    >OI>-»0»OiO'^iOt^'^i»Oi-'^ 
0)^    C<10C^l(M'-H0'— iX'-H'— i(M 


[?  fc    (M  fM  !M  C^l 


'— I    r- 1    I— I    I — ^    l-t    . — ^    LO    0-1    r— <    L'^    ■— <    Ut 


O  O  C'  O  O  Ol  o  o  o  o  o  o 
ioco»oiocot^co»oiocoicco 


uOHtS    (M  (M  (M  (M 


EH 
< 

Q 
izi 

> 
A4 


bjO 


O  O  O  lO  O-l  C:  X  r-i  O  '^  O  CO 

to  O  O  X  'I'  '-0  .-H  cr  f-^i  CO  X  '"^ 

C^  to  CO  '^  O  ^^  OI  fM  C^  O  O  O 

CO  -Tf    r-^  to' 


IK    bC 

o  c 

o     CO 


^  ffi  ffi  ;  «  I  ^-  §      ... 

.     ■     •     ■  -^  -=:  farj 


CO 


h^     V: 


C  w 


^.  l^  X  05 

y3  t^  t-^  l>- 


<f,Z^  z^^yi 


:;^  X  ^  i^  t- 


«  — 


H  2 


>> 


EXHIBIT  III 

ELECTRIC  POWER  DISTRIBUTION  SYSTEiW 


EXHIBIT  III. 
ELECTRIC  POWER  DISTRIBUTION  SYSTEM. 

Comprising  the  following  divisions: 

3-A  OVERHEAD  TROLLEY  CONSTRUCTION. 

3-B  OVERHEAD  AND  UNDERGROUND  FEEDERS. 

3-C  UNDERGROUND   CONDUIT  AND  FEEDER  POLES. 

3-D  TELEPHONE  SYSTEM. 

ELECTRIC  DISTRIBUTION  SYSTEM. 

SUMMARY. 

Cost  Present 

New  Value 

Overhead  Trolley  Construction $453,813.97  $312,644  22 

Overhead  feeders 656,402 .  00  557,942 .  00 

Return  copper 266,888 .  72  266,888 .  72 

Gable .  62,779 .  03  50,137 .  39 

Bonds 91,058.33  63,740.83 


Total  for  Overhead  and  Underground 

Feeders $1,077,128  08  $938,708  94 

Wood  poles 15,318 .  00  7,659 .  00 

Iron  poles 14,621.00  11,697.00 

Attachments 6,755.00  5,404.00 

Lightning  arresters 1,984 .  00  992 .  00 

Manholes  and  tunnels 36,072 .  74  34,268 .  22 

Ducts  and  pipe 139,993 .  75  133,052 .  23 


Total  for  Feeder  Poles  and  Under- 
ground Conduit $    214,744 .  49    $    193,072 .  45 

Telephone  System 4,791 .  65  3,833  32 


$1,750,478.19    $1,448,258.93 


94  EXHIBIT  III,  SECTION  3-4. 

OVERHEAD  EQUIPMENT. 

SUMMARY. 

Miles  Cost  New  Present  Value 

Total  street  lines 96 .  79    $372,945 .  80     $256,228 .  74 

Total  double  service  track 7 .  01        18,432 .  04         13,359 .  11 

Total  single  service  track 1.09         3,243.00  2,276.70 

Total 104.89   $394,620.84     $271,864.55 

Organization,     engineering     and 

incidentals,  15% ' 59,193.13         40,779.67 

Grand  Total $453,813.97    $312,644.22 

The  inspection  of  the  overhead  work  has  been  made  by 
going  over  all  the  lines  and  noting  the  general  condition  and 
character,  and  at  different  points  making  a  detailed  inspection 
and  listing  upon  which  the  whole  was  estimated. 

The  estimating  and  tabulating  have  been  divided  into  Poles, 
Trolley  AVire,  Equipment  for  Supporting  Trolley  Wire,  Curves, 
Crossovers  and  Miscellaneous  Parts. 

Poles:  The  poles  are  figured  as  7  in.-6  in. -5  in.  x  30  ft.  and  913 
lbs.  at  2|c  per  lb.     The  cost  of  poles  in  place  will  be  found  on  pages 

95  and  96.  The  life  of  the  poles  is  taken  at  40  years;  the  scrap  value 
at  $10.00  per  ton,  deducting  25%  of  weight  due  to  waste,  the 
portion  underground  being  practically  gone.  The  distance  between 
poles  has  been  measured  at  various  points  and  the  poles  have  been 
found  to  vary  between  92  and  105  per  mile,  resulting  in  an  average 
of  100  per  mile  being  taken. 

Trolley:    The  trolley  wire  has  been  estimated  as  follows: 

WEIGHTS.         -WearinK  Weight,  Scrap  Weight, 

Lbs.  Lbs. 

No.  1/0—319.5  lbs.  per  1000  ft.  80.5  239 

No.  2  /O— 402 . 8  lbs.  per  1000  ft.  106 . 8  296 

VALUES  PER  MILE  ALLOWING  ONE  PER  CENT.  FOR  SAG. 

No.  1/0— New  @,  20.  Ic  per  lb $  342.46 

Scrap  @  16c  per  lb 203.93 

No.  2/0— New  @  20.1c.  per  lb 431.75 

Scrap  @  16c  per  lb 252 .  56 

LIFE  OF  TROLLEY. 

No.  1/0     1  year  per  minute  of  average  headway  of  18  hours. 
No.  2/0     H  year  per  minute  of  average  headway  of  18  hours. 
Average  headway.  If  minimum  headway. 

Labor  erecting  trolley,  $25.00  per  mile  of  trolley. 

Equipment:  The  equipment  for  the  support  of  the  trolley  wire 
is  tabulated  in  detail  on  pages  95  and  96.  The  results  of  our  ex- 
amination indicate  that  it  is  maintained  in  a  condition  equivalent 
to  a  depreciation  of  20%. 


:   :  ELECTRIC  POWER  DISTRIBUTION  SYSTEM.  95 

TYPES  AND  COST  OF  POLES,  EQUIPMENT  AND  CONSTRUCTION 

PER  MILE. 

COST   OF  ONE  MILE. 

TYPICAL  DOUBLE-TROLLEY  SPAN  CONSTRUCTION. 
Labor  and  Material  for  Curves,  Crossovers,  etc.,  Extra. 

100  iron  poles $    3,000.00     S    3,000.00 


50  spans  equipment 

10665.6   ft.  trolley  wire  @  21.1c  per  lb. 

2  lightning  arresters   @  $4.25 

2  sectional  insulators  @  $4.50 

Labor  for  installing  trolley 


347.19 

861.98 

8.50 

9.00 

50 .  00 


347.19 

683 . 58 

8 .  50 

9.00 

50.00 


S    4,336.67     .?    4.I,-)8.27 


Iron  Poles. 


Pole,   .30-ft.   0-in.,   7-in. 

913  lb 

Pole  castings 

Concrete  in  place 

Labor 


0-in.,   5-in., 


2.5.10 
1.00 
3  50 
1.00 


Cost,  in  place,  of  1  pole $     30.60 

Cost,  in  place,  of  100  pole.s §3,060.00 

Feed  Spans. 

Equipment,  regular  span $       6.57 

Extra,  for  copper  in  feed  span 2 .  67 


Cost  of  1  feed  span  in  place. 


Equipment,  Double  Trolley. 

2  pole  collars (o  S  .12 

2  Brooklyn  insulators  . .  .  .  (g; 

2  straight  line  hangers  . .  .(a: 

2  clinch  ears    (5j 

50  ft.  span  wire  (galvanized 
5/16-in) @ 

2  wood  strain  insulatiors  .(Si 
Labor 


.90 
.45 
.185 

.76 
.19 


.24 

1.80 

.90 

.37 

.38 

..38 

2.50 


Cost  of  1  span S       6 .  57 

Cost  of  43  .spans,  in  place.. .  @S6. 57  282.51 

Cost  of  7  feed  spans,  in  place@9.24  6-4.68 


9.24       Total  cost,  per  mile,  of  50  spans. 


S  347.19 


COST  OF  ONE  MILE. 

TYPICAL  SINGLE-TROLLEY  SPAN  CONSTRUCTION. 
Labor  and  Material  for  Curves,  Crossovers,  etc..  Extra. 

100  iron  poles $ 

50  span  equipment 

5,332.8  ft.  trolley  wire  @  21.1c  per  lb ,  .  .  .  . 

2  lightning  arresters   @  $4.25 

1  sectional  insulator  («i  $4.  50 

Labor  for  installing  trolley 


$  3,060.00 

S 

3,060.00 

312.67 

312.67 

431.00 

341 . 78 

8 .  50 

8.50 

4.50 

4. 50 

25.00 

25.00 

$3,841.67         $3,752.45 


Iron  Poles. 

Pole,   30-ft.   0-in.,   7-in.,   6-in.,   5-in., 

913  lb S  25.10 

Pole  castings 1 .00 

Concrete  in  place 3 .  50 

Labor 1.00 

Cost  ,in  place,  of  1  pole $  30.60 

Cost,  in  place,  of  100  poles St3,060.00 

Feed  Spans. 

Equipment,  regular  span $  5.93 

Extra,  for  copper'in  feed  span 2.31 


Equipment,  Single  Trolley. 

Equipment, 'double  trolley S       6 .  57 

Less  1  hanger  and  1  ear .64 

Cost  of  1  span,  .single  trollev S       5.93 

Cost  of  43  .spans,  in  place,  (a   S5.93.  S  254.99 

Cost  of  7  feed  spans  (5  SS .  24 57 .  6S 

Total  cost,  per  mile,  50  spans S  312.67 


Cost  of  1  feed  span  in  place. 


8.24 


96 


EXHIBIT  III,    SECTION  S-A. 


DOUBLE-TROLLEY   CONSTRUCTION   UNDER  ELEVATED  STRUCTURE. 


Labor  and  Material  for  Curves,  Crossovers,  etc..  Extra. 


105  span  equipment 

10,665.6  ft.  trolley  wire  @  21.1c  per  lb. 

2  lightning  arre.sters   @  $4.25 

2  sectional  insulators   @,  $4.50 

Labor  for  installing  trolley 


651.00 

861.98 

8.50 

9.00 

50.00 


Equipment. 


1     bridge  sus 
1      clinch  ear 

pen; 

aon 

$          .45 

1.85 

.50 

2     bolts..    .  . 

.21 

.50 

Labor 1 .  25 

Each 

$       3.10 

Double 

6.20 

Equipment. 


2  hook  clamps  and  bolts. 
2  Brooklyn  insulators.  . . 
2  wood  strain  insulators. 
2     straight  line  hangers.  .  . 

2     clinch  ears 

Labor 


651.00 

683.58 

8.50 

9.00 

50.00 


$    1,580.48     $    1,402.08 


1.80 
.38 
.90 
.37 

2.50 


Total  cost  per  .span $       6.20 


TROLLEY  COST  DATA. 
B.  and  S.  Gauge. 

Weight  1/0  wire,  new,  per  1000ft lbs.    319.50 

Weight  1/0  scrap  (reduced  to  18/64-in.  diam.),  per  1000ft.   "      239 .  00 

Weight  1/0  scrap  per  mile "     1261.92 

Value  1/0  scrap  @  $0. 16  per  lb.,  per  mile $201 . 91 

Weight  2/0  wire,  new,  per  1000  ft lbs.    402 .  80 

Weight  (reduced  to  20/64  in.  diam.),  per  1000  ft "     296.00 

Weight  2/0  scrap,  per  mile "  1562 .  88 

Value  2/0  scrap  @  $0. 16  per  lb.,  per  mile $250.06 

Cost  1/0  wire,  new,  @  20.1c.  per  lb $339 .  07 

Cost  2/0  wire,  new,  @  20.1c.  per  lb $427 .  48 

Above  prices  increased  1%  for  sag,  are  as  follows: 

1/0,  new,    per  mile $342 .  46 

1/0,  scrap,    "     "     203.93 

2/0,  new,      "     "....: 431.75 

2/0,  scrap,    "      "     252 .  56 


^ 


^    - 


K\\ 


MoT")    <lV;» 


OVERHEAD  TROLLEY  CONSTRUCTIOX. 


KEY  FOR  CURVES  AND  CROSSES. 


(D 


© 


© 


r 


© 


@ 


© 


^ 


^ 


@4= 

r 


© 


© 


J_ 


© 


(20 


.s. 


.z 


3: 


© 


© 


^ 


r 


© 


.^ 


(2+ 


J 


^. 


■^ 


SI 


1 


9S 


EXHIBIT  III,  SECTION  3-A. 


KEY  FOR  CURVES  AND  CROSSES. 


<- 


e 


2; 


®—t 


(^—i-; 


v^; 


®  -=^K 


®  :=^i; 


^4^. 


t^t 


® 


^ 


® 


::^ 


^ 


^ 


^ 


@ 


:^ 


^ 


h  ®=ir 


OVERHEAD  TROLLEY  CONSTRUCTION. 


99 


KEY  FOR  CURVES  AND  CROSSES. 


@ 


{55) 


56 


@ 


@ 


@ 


64 


@ 


» 


@ 


^ 


@ 


70 


® 


@ 


X. 


^ 


V 


"\ 


@    "^ 


@ 


@ 


® 


100 


EXHIBIT  III,  SECTION  S-A. 


76 


KEY  FOR  CURVES  AND  CROSSES. 


f 


7f 


r 


^y^ 


(g)     _-^* 


^ 


7^ 


^;= 


Z:^ 


OVERHEAD  TROLLEY  CONSTRUCTIOX. 


OVERHEAD   SPECIAL  WORK. 
LAYOUT  NO.   2. 

1  Brooklyn   insulator    @  $0.90        $     0.90 

5  single   curve    hangers @  .45  2.25 

7  wood    strain    insulators @  .19  1.33 

5  clinch  ears @  .185  .92 

1  collar @  .12  .12 

1  ring @  .10  .10 

270  ft.  5/16-in,  galvanized  span  wire @  .76  2.05 

Total $7.67 


LAYOUT  NO.   3. 


1  Brooklyn   insulator    @  $0.90  $     0.90 

6  single    curve    insulators @  -IS  2.70 

1  frog    (plain)    @  3.37  3.37 

6  wood    strain    insulators @  -19  1-1-* 

1  collar @  .12  -12 

2  ball  insulators @  -34  .68 

6  9-in.    clinch    ears @  -185  1.10 

ISO  ft.  span  wire @  -76  1-37 

Total $11-38 


102 


EXHIBIT  III,  SECTION  3- A. 


OVERHEAD  SPECIAL  WORK. 

LAYOUT  NO.   7. 

;;  Brooklyn    ins-lat  irs    @  $0.00  $     2.70 

'I  straight  line  hangers   @  .45  .90 

.3  single  curve   hangers    @  .45  1.35 

1  frog     (plain )     @  3.37  3.37 

1  crossover   (plain)    @  3.37  3.37 

12  wood    strain    insulators @  .19  2.28 

5  clinch    ears     @  .185  .91 

3  collars @  .12  .36 

300  ft.  span  wire @  .7(5  2.38 

Total $17.53 


LAYOUT  NO.  8. 


2  Brooklyn  insulators @ 

1  straight  line  hanger @ 

3  single  curve  hangers @ 

1  frog   (plain)   @ 

7  wood  strain  insulators @ 

4  clinch  ears @ 

2  collars @ 

150  ft.  span  wire @ 

Total 


$0.90 

$ 

1.80 

.45 

.45 

.45 

1.35 

3.37 

3.37 

.19 

1.33 

.185 

.74 

.12 

.24 

.70 

1.14 

$10.4'^ 


LAYOUT  NO.   9. 


P^ 


O^ 


-^ 


Plain — 
2  crossovers @  $3.37        $     6.75 

Insulated — 

2  crossovers @  $7.88        $  15.76 


OVERHEAD  TROLLEY  CONSTRUCTION. 


loa 


OVERHEAD   SPECIAL  WORK. 

LAYOUT   NO.    21. 


Plain — 

4  crossovers @  $3.37  $  13.48 

Insulated — 

4  crossovers   @  $7.88  $  31.52 

LAYOUT  NO.   24. 

7  Brooklyn  insulators @  $0.90  $     6.30 

4  straight  line  hangers @  .45  1.80 

1  double  curve  hanger @  .50  .50 

4  single  curve  hangers @  .45  1.80 

4  crossovers   (plain) @  3.37  13.48 

4  frogs   (plain)   @  3.37  13.48 

15  wood  strain  insulators @  .19  2.85 

2  globe  insulators @  .34  .68 

7  collars @  .12  .84 

9  clinch   ears @  .185  1.67 

400  ft.  span  wire @  .76  3.04 

Total $46.44 

LAYOUT  NO.   26. 

6  Brooklyn  insulators @  $0.90  $     5.40 

2  straight  line  hangers @  .45  .90 

2  double  curve  hangers  .• @  .50  1.00 

4  single  curve  hangers @  .45  1.80 

4  crossovers   (insulated) @  7.88  31.52 

2  frogs   (plain)   @  3..37  6.75 

11  wood   strain    insulators    @  .19  2.09 

2  globe  strain  insulators @  .34  .68 

6  collars @  .12  .72 

8  clinch  ears @  .185  1.48 

407  ft.  span  wire @  .76  3.09 

Total $55.43 


104 


EXHIBIT  III,  SECTION  S-A. 


OVERHEAD   SPECIAL  WORK. 
LAYOUT  NO.   30. 


Plain— 

4  Brooklyn  insulators (<i  $1),90  $     3.60 

4  straight  line  hangers (a       .45  1.80 

1  double  curve  hanger @       .50  .50 

2  single  curve  hangers @       .45  .90 

6  crossovers    (plain)    ' @     3.37  20.22 

4  frogs  (plain) @     3.37  13.48 

0  wood  strain  insulators' @       .19  1.14 

1  ball  insulator @       .34  .34 

8  clinch  ears @       .185  1.48 

1  splice  ear @       .50  .50 

4  collars @       .12  .48 

230  ft.  span  wire (5;       .76  1.75 

Total $40.19 

Insulated,  same  as  above,  plus  the  following: 

4  frogs   (insulated)    (aj  $4..-)l   extra  $  18.04 

2  crossovers  (insulated) @     4.5]   extra  9.02 

Total $73.25 


OVERHEAD  TROLLEY  CONSTRUCTIOX. 


OVERHEAD   SPECIAL  WORK. 

layout  no.  33. 

Plain — 

7  Brooklyn  insulators @  $0.90  $     6.30 

6  straight  line  hangers @       .43  2.70 

2  doul)le  curve  hangers @       .50  1.00 

.3  single  curve  hangers @       .45  1.35 

4  crossovers   (plain)   @     3.37  13. 4S 

6  frogs    (plain)    @     3.37  20.22 

13  wood  strain  insulators @       .19  2.47 

1  globe  strain  insulator @      .34  .34 

7  collars @       .12  .84 

12  clinch  ears @       .185  2.22 

266  ft.  span  wire @       .76  2.02 

Tota! $.52.94 

Insulated,   same   as   above,   pins'   the    following: 

4  crossovers  (insulated) @  4.51   extra  $  18.04 

2  frogs    (insulated)    @  4.51   extra  9.02 

Total $80.00 


LAYOUT   NO.    35. 

Plain — 

5  Brooklyn  insulators @  $0.90  $     4.50 

9  straight  line  hangers @       .45  4.05 

4  double  curve  hangers @       .50  2.00 

4  single  curve  hangers (a>       .45  1.80 

5  crossovers   (plain)   @.     ?>.'M  26.96 

8  frogs    (plain)    @     3.37  26.96 

18  wood  strain  insulators @       .19  3.42 

4  globe  strain  insulators @       .34  1.36 

5  collars @      .12  .60 

17  clinch  ears @       .185  3.14 

284  ft.  span  wire @       .76  2.16 

Total $70.95 

Insulated,  same  as  above,  plus  the   following: 

4  crossovers  (insulated) @  $4.51  extra  $  18.04 

4  frogs   (insulated @     4.51  extra  18.04 

Total $113.03 


lOt; 


EXHIBIT  III,  SECTION  3-A. 


OVERHEAD  SPECIAL  WORK. 

LAYOUT   NO.   36. 


11  straight  line  hangers @ 

6  double  curve  hangers @ 

6  single  curve  hangers @ 

12  crossovers   (plain)   @ 

10  frogs   (plain) @ 

1  three-way  frog @ 

22  wood  strain  insulators @ 

6  collars @ 

4  ball  strain  insulators @ 

23  clinch  ears @ 

55.5  ft.  span  wire @ 

Total 

Insulated,  same  as  above,  plus  the  following: 

2  crossovers   (insulated)    @  $4.51  < 

2  frogs   (insulated) @     4.51  i 

Total 


0.90 

$  5.40 

.45 

4.95 

.50 

3.00 

.45 

2.70 

3.37 

40.44 

3.37 

33.70 

4.50 

4.50 

.19 

4.18 

.12 

.72 

.34 

1.36 

.185 

4.25 

.76 

4.22 

$109.43 

xtra 

$  9.02 

xtra 

9.02 

$127.46 


OVERHEAD   TROLLEY  COXSTRUCriON. 


OVERHEAD   SPECIAL  WORK. 

LAYOUT   NO.   3". 

PLA]^••- 

4  Brooklyn  insulators @  $0.90  $     .3.60 

9  straight  line  hangers frT  .4.>  4.0.5 

.3  double  curve  hangers @  .,50  1.50 

.3  single  curve  hangers (a).  .45  1.3.5 

9  crossovers    (plain)   @  3.37  .30.33 

8  frogs   (plain) @  3.37  26.96 

16  wood  strain  insulators (a]  .19  3.04 

3  globe  strain  insulators (a>  .34  1.02 

4  collars (rtj  .12  .48 

15  clinch  ears (r^  .185  2.77 

346  ft.  span  wire @  .76  2.63 

Total $77.73 

Insul.'\ted,  same  as  above,  plus  the  following: 

4  crossovers   (insulated) '. .  .   (ol  $4.51  extra  $  18.00 

4  frogs   (insulated) (a     4.51  extra  18.00 

Total $113.73 

LAYOUT   NO.   44. 

Plain — 

4  Brooklyn  insulators @  $0.90  $     3.60 

4  straight  line  hangers @  .45  1.80 

1  double  curve  hanger @  .50  .50 

2  single  curve  hangers @  .45  .90 

6  crossovers  (plain) @  3.37  20.22 

4  frogs    (plain)    @  3.37  13.48 

6  wood  strain  insulators (o^  .19  1.14 

1  ball  insulators @  .34  .34 

8  clinch  ears (a}  .185  1.48 

1  splice  ear (n)  .50  .50 

4  collars @  .12  .48 

230  ft.  span  wire @  .76  1.75 

Total $46.19 

IxsuL.ATED,  same  as  above,  plus  the  following: 

4  crossovers   (insulated) (a;  $4.51  extra  $  18.04 

2  frogs   (insulated)   @     4.51  extra  9.02 

Total "$73.25 

LAYOUT  NO.   54. 

1  straight  line  hanger @  $0.45  $       .4.5 

5  double  curve  hangers @  .50  2.50 

5  single  curve  hangers @  .45  2.25 

2  frogs   (plain)    @  3.37  6.74 

1  crossover  (plain) @  3.37  3.37 

9  wood  strain  insulators @  .19  1.71 

11  clinch  ears @  .185  2.04 

190  ft.  span  wire @  .76  1.44 


Total $20.50 


EXHIBIT  III.  SECTION  S-A. 


OVERHEAD  SPECIAL  WORK. 

LAYOUT  NO.   42. 


4  crossovers    (plain)    @  $3-37         $  13.48 

Insulated —  ^  d;~  co        <t  qi  m 

4  crossovers   (insulated)   .  . @  $7.88        ^  Jl.5™. 


OVERHEAD  TROLLEY  CONSTRUCTION. 


109 


OVERHEAD   SPECIAL  WORK. 
LAYOUT  NO.   56. 


1  Brooklyn  insulator @ 

3  double  curve  hangers @ 

5  single  curve  hangers @ 

7  wood  strain  insulators   .   @ 

1  collar @ 

1  ring @ 

8  clinch  ears  . ® 

212  ft.  span  wire @ 

Total 


.90 

$     0.90 

.50 

1.50 

.45 

2.25 

.19 

1.33 

.12 

.12 

.10 

.10 

.185 

1.48 

.70 

1.61 

$9.29 


110 


EXHIBIT  III,  SECTION  3-A. 


OVERHEAD   SPECIAL  WORK. 
LAYOUT  NO.   57. 


Plain — 

5  Brooklyn  insulators @  $0.90 

2  straight  line   hangers @  .45 

8  double  curve  hangers @  .50 

7  single  curve  hangers @  .45 

1  crossover   (plain)   @     3.37 

2  frogs  (plain) @  3.37 

14  wood  strain  insulators @  .19 

5  collars .* @  .13 

16  clinch  ears @  .185 

633  ft.  span  wire @  .76 

Total 

Insulated,  same  as  above,  plus  the   following: 

1  frog  (insulated) @  $4.51  extra 

1  crossover  (insulated) @    4.51  extra 

Total 


P  4.50 
.90 
4.00 
3.15 
3.37 
6.75 
2.66 
.60 
2.96 
4.81 

$33.70 


f     4.51 
4.51 

$42.72 


OVERHEAD   TROLLEY  CONSTRUCTION. 


OVERHEAD   SPECIAL  WORK. 

LAYOUT  NO.   61. 

6  Brooklyn  insulators @  $0.90        $    5.40 

8  straight  line  hangers' @  .45  3.60 

2  double  curve  hangers @  .50  1.00 

2  single  curve  hangers @  .45  .90 

3  crossovers   (plain)    • @  3.37  10.11 

6  frogs    (plain)    @  3.37  20.22 

10  wood  strain  insulators @  .19  1.90 

6  collars @  .12  .72 

12  clinch  ears @  .185  2.21 

2  globe  strain  insulators @  .34  .68 

500  ft.  span  wire @  .76  3.80 


Total $50.54 


LAYOUT   NO.   65. 

4  Brooklyn  insulators @  $0.90 

1  straight  line  hanger @  .45 

3  single  curve  hangers @  .45 

8  wood  strain  insulators @  .19 

1  globe  strain  insulator @  .34 

1  frog   (plain)    @  3.37 

3  collars @  .12 

4  clinch  ears @  .185 

1  terminal @  .81 

200  ft.  span  wire @  .76 

Total $14.06 


LAYOUT   NO.   68. 

8  Brooklyn  insulators @  $0.90         $     7.20 

2  double  curve  hangers' @.  .50  1.00 

6  single   curve  hangers @  .45  2.70 

8  wood  strain  insulators @  .19  1.52 

2  terminals @  .81  1.62 

8  clinch  ears @  .185  1.48 

8  collars @  .12  .96 

250  ft.  span  wire @  .76  1.90 


$    :5.(io 

.45 

1.35 

1.52 

.34 

3.37 

.36 

.74 

.81 

1.52 

Total $18.38 


112 


EXHIBIT  III,  SECTION  3-A. 


OVERHEAD   SPECIAL  WORK. 

LAYOUT  NO.   71. 


4  Brooklyn  insulators @  $0  90 

2  straight  line  hangers @  .45 

11  double  curve  hangers ■  ■  ■  @  50 

9  single  curve  hangers .'.'.'  @  45 

1  crossover   (plain) '  '  (a)  ■>,  ■}? 

2  frogs   (plain) ...  ^  3  37 

8  wood  strain  insulators @  '19 

3  ball  insulators @  '34 

4  collars '.'.'.'.'.'.'.'.'.'.'"  (a)  'l2 

22  clinch  ears @  \^^ 

JG.S  ft.  span  wire (a)  .TO 

Total 


..^O 


OVERHEAD  TROLLEY  CONSTRUCTION  113 


OVERHEAD   SPECIAL  WORK. 

LAYOUT   NO.   77. 

10  Brooklyn  insulators Or  $0.00 

4  double  curve  hangers @  ..jO 

4  single  curve  hangers @  .4.5 

5  straight  line  hangers @  .45 

4  crossovers'  (plain) @  3.37 

4  frogs   (insulated)   @  7.88 

22  wood  strain   insulators @  .19 

9  collars @  .12 

16  clinch  ears @  .185 

707  ft.  span  wire @  .76 

Toial $75.00 

LAYOUT  NO.   78. 

Plain — 

5  Brooklyn  insulators @  $0.90         $     4.50 

3  straight  line  hangers @  .45                 .90 

1  double  curve  hanger @  .50                 .50 

2  single   curve  hangers @  .45                .90 

4  crossovers'   (plain)    @  3.37             13.48 

2  frogs    (plain)    @  3.37               6.75 

10  wood  strain  insulators @  .19               1.90 

1  globe  strain  insulator (a}  .34                 .34 

5  collars @  .12                 .60 

5  clinch  ears @  .185               .93 

375  ft.   span   wire @  .76               2.85 

Total  .  . $33.65 

Insulated,  same  as  above,  plus   the   following: 

4  crossovers   (insulated) @  $4.51  extra        $  18.04 

1  frog  (insulated) @     4.51  extra               4.50 


Total $56.19 

LAYOUT   NO.   79. 

3  Brooklyn  insulators @  $0.90  $     1.80 

1  straight  line  hanger @  .45  .45 

3  .single  curve  hangers @  .45  1.35 

1  frog    (plain)    @  3.37  3.37 

7  wood  strain  insulators @  .19  1.33 

4  clinch   ears @  .185  .74 

2  collars @  .12  .24 

150  ft.   span  wire @  -76  1.14 


Total $10.42 


114 


EXHIBIT  III,  SECTIO.X  3-A. 


OVERHEAD  SPECIAL  WORK. 

LAYOUT  NO.   80. 


3  Brooklyn  insulators @ 

1  straight  line  hanger        @ 

1  double  curve  hanger  @ 

2  single  curve  hangers @ 

4  crossovers    (insulated)    @ 

1  frog    (plain )    @ 

G  wood  strain   insulators @ 

1  globe  strain  insulator @ 

3  collars @ 

4  clinch   ears   @ 

1  terminal (§ 

23.')  ft.  span  wire (a 

Total 


0.90 

$     2.70 

.4.5 

.45 

.50 

.50 

.4.5 

.90 

7.8S 

31.52 

3.37 

3.37 

.19 

1.14 

.34 

.34 

.12 

.36 

.1S5 

.74 

.81 

.81 

.76 

1.79 

$44.62 


OVERHEAD  TROLLEY  CONSTRUCTION.  115 


OVERHEAD   SPECIAL  WORK. 

LAYOUT   NO.   81. 

4  Brooklyn  insulators (a:  $0.90         $     3.60 

9  straight  line  hangers @  .43  4.05 

3  double  curve  hangers @  .50  1.50 

3  single  curve  hangers @  .45  1.35 

9  crossovers   (plain)   @  ?>.'',~  30.3.1 

8  frogs   (plain) @  3.37  26.9fi 

16  wood  strain  insulators @  .19  3.04 

3  globe  strain  insulators' ." @  .34  1.02 

4  collars @  .12  .48 

15  clinch  ears @  .185  2.77 

346  ft.  span  wire (^  .76  2.63 


Total $77.73 

LAYOUT   NO.   82. 

9  Brooklyn   insulators (n,  $0.90  $     8.10 

6  straight  line  hangers (a  .4.")  2.70 

1  double   curve  hanger @  .50  .50 

8  single  curve  hangers (a  .45  3.60 

6  crossovers   (plain) @  3.37  20.22 

4  frogs    (plain)    (oj  3.37  13.48 

16  wood  strain  insulators @  .19  3.04 

IS  clinch  ears @  .185  3.33 

8  collars @  .12  .96 

1  ball  insulator @  .34  .34 

1  splice  ear (^  .50  .50 

162  ft.  span  wire @  .76  1.23 


Total $58.00 

'    -  LAYOUT  NO.   83. 

5  Brooklyn  insulators @  $0.90  $    4.50 

2  straight  line  hangers @  .45  .90 

8  double  curve  hangers @  .50  4.00 

■   9  single  curve  hangers @  .45  4.05 

3  crossovers   (plain) (^  3.37  10.11 

3  frogs   (plain)   @  3.37  10.11 

14  wood  strain  insulators @  .19  2.66 

5  collars' @  .12  .60 

18  clinch  ears @.  -185  3.35 

685  ft.  span  wire @  .76  5.22 


Total $45.50 

LAYOUT  NO.   84. 

4  Brooklvn  insulators (5,  $0.90  $     3.60 

3  frogs  (plain)   @  3.37  10.11 

1  crossover   (plain)    (5;  3.37  3.37 

5  single  curve  hangers @  .45  2.25 

2  straight  line  hangers  .  .  .  .  • @  .45  .90 

7  clinch  ears ' ®  .185  1.30 

12  wood  strain  insulators @  .19  2.28 

4  collars @  .12  .48 

480  ft.  span  wire @  .76  3.65 

Total $27.94 


116 


EXHIBIT  III.  SECTION  3- A. 


CO 


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118 


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OVERHEAD  TROLLEY  CONSTRUCTION. 


119 


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120 


EXHIBIT  III,  SECTION  3- A. 


(3 

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^HW 


OVERHEAD   TROLLEY  CONSTRUCTION. 


129 


lO  CO  "O  x  to  Tt< 

tH 

'^i  CO  CO  X  o-i  1-1 

t- 

CO  Ol  CO  'M  '+I  '^i 

00 

TtH    CO    t-^    Ol 

00 

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fi;^ 

ci 

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--H  X  Ci  CO  Tfi  Tt 

lO 

£ 

^  Tt^  CO  'M 

i  '-^ 

a 

CO  ^ 

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Q 

^ 

^ 

H 

M 

M 

O  -M 

'M 

Pi 

O  X 

X 

Eh 

Q.  a> 

Ol  lO 

l> 

15 

-t  o 

Tt^ 

o   C3 

CO  -* 

i^ 

a' 
o 

M 

H 

O  O  lO  »o  o  c 

o 

O  >0  ^  t--  lO  c 

O  --1  LO  O  X  c~ 

■^  ^  a) 

CO  X  'ti  '* 

lO 

P 

ar 

Q 

C3  O  CO 

1 — 1 

« 

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co' 

tH 

Eh 

Eh 

^ 

m 

CO 

Eh 

1 

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pj 
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o 

I-:] 

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o 

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a     "s 

t^  t^         r:;  -     - 

0i 

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do         !^ 
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Q 

t           =^000 

H 

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1     ^^       1          •        •    ^^ 

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m 

b:^^,.g^=^ 

03 

> 
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o 

p^ 

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M 
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sis     II 

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03 

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"S  -d  1  g  1 

5 
o 

a 
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100 
00'-1.990 
1,  .995n 
abor  on  t 
ightning  i 
ectional  ii 

lO     . 

2l 

»-!  J 

(/2 

3  -^3 


&, 


o  i;  cr 


130 


EXHIBIT  III,  SECTION  S-A. 


CO 

1 — r 

,— 

IC 

o 

% 

T-l 

o 

TfH 

00 

(M 

to 

IC 

CO 

CO 

OD 

!^ 

^H 

id 

CO 

CO 

ca 

^ 

1-H 

CO 

oc 

1—1 

t^ 

CM 

o 

00 

c 

^ 

00 

CO 

t^ 

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t^ 

09 

•^ 

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r^ 

c: 

O' 

CO  o  Tt- 

CO 

.3 

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o 

Ol 

LC 

o  ^  CO 

t^ 

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ffl 

'M 

(N 

00 

iC' 

(M 

CO  l-H  o-i 

CO 

0) 

1— 1 

OO 

'"' 

i-H 

CO 

H 

p 

co" 

f4 

M 

o 

^ 

'* 

o 

•M 

^ 

LO 

M 

n2 

00 

CD 
00 

LO 

o 

tK> 

GC 

'-"l. 

O^ 

I— ( 

c^f 

H 

m 

m 

H 

o 

M 

3 

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t^ 

Ol 

O'  LO  lO 

cr. 

Eh 

o 

■g 

■^ 

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r^ 

CO 

CO   ^    rt 

»— ' 

Eh 
O 

P 

Eh 

Q 

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CO 

T— 1 

^ 

b 

LO 

o  o-i  CO 

CO 

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a 

0 

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T"-! 

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CO 

rv 

CO  oa  (M 

CO 

n 

6 

o 
t^'^ 

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l-H 

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^ 

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o 

Eh 

CO 

o 

'^ 

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fe5 

c 

CO 

c^ 

O 
Ol 

C 

o  lo  S 

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1 — 1      1 — 1 

o 

c 

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tH 

r-" 

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o 
o 

s 

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00 
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00 

1 

o 

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2  ^  S 

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s 

CE 

CO 

>— I 

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rtlrH 

b  00  '^ 

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M 

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^ 

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c^ 

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l-H 

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c 
o 

c; 

EH 

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J. 

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d 
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'^ 

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H 

C<\ 

CO 

CO 

rH      Ot}^ 

§ 

^ 

CO 

CO  lO 

^  CM 

K 

0.2    S 

c 

3 
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(M 

1 

b 

1 

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^ 

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l-H 

Labor 
Light  1 
Sectio 

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o 
1— ( 

^, 

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!^^ 

3 

o 

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co' 

CO 

o5 

o 

I— ( 

l-H 

c 

M 

c 

1 

>> 

CO 

CO 

!s 

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^^ 

2 

en 

c 
o 

3 

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o 

o 

pL* 

H 

W 

'X 

OVERHEAD   TROLLKY  COSHTRUCTION. 


131 


O 

M 

Eh 
O 

t^ 
Eh 

CO 

^ 
O 
O 

|H 

hJ 
i4 
O 

EH 

Q 

<! 

» 

> 
O 


9)_3 

Si's 


CO 


in         .^H        ,—1 


c  t^  CO 

-fi  CO  lO 


GC  CO  O 

lO   O^   r-H 


lO 

CO 

cH 
eo 

00 


1 

^  Ci 
CD  t^ 

ir 

c: 

c 

,  ;o  cr 

>       CO 

'5 

ST 

O 

S  00 
Co'~'-h" 

w           '—        >C        O  CO  c 
'X         -r       CO       "M  (M  o- 

CO                                    <M 

co" 

CO  CO 
CO  "^ 

r-n'of 

00 

o 

CJ 

oc  5 

o5 

-t 
CM 

o 

"O  lo  -Tf 

lO  CO  '-H 

X 

CO 

oi 

LC 

r^ 

GO  t^  c: 
l>  Tt<  iC 
Ol 

CO_^ 

6 

t^'^' 
^ 

1 — 1 

1    Ol 

1    ^ 

o 

Ol 

rT 

Ol 

o5 

c: 

t^ 

1 

"o 

Ol 

©a 


I—  :w        i-H    ^  s  g  S3 


o 


O^l 

CO  X 
00  »c  iC 
JO  (m'  gc 

?-  CO 

lo^co^ 
co'io 

,-1  rtl 


X  ^- 

,-1  TfH 

--H  O-f 

c  6 


c3    "^ 

o~  c  6 

^  '^  "73 

Ol  6  'g 

■.  'rr  ^-  c 

X  ^'^  ci  ►^ 
M  .  _C  ^^ 
^    C         lo 

■o^i^;  ^  Ol 
t^  ^  x'  t^' 


o  o  o 

O  lO  o 


O     E     M 

C.5  2 


w  z 


132 


EXHIBIT  III,  SECTION  3- A. 


lO  O  LO 

•<* 

o 

•  CM      ■ 

,         1-H    1>    O 

o 

o 

•  1— ( 

g  2    (M  O  — 

g.5  TtH  r^  o 

<N 

o 

o 

rfH 

00 

g^  CO  o  CO 

1— 1 

€^ 

g    »0  ^  CO 

Ol 

O  O  --I  (M 

t^ 

•2    CO  '^  (N 
OS         •       •       ■ 

■5  0  0  to 

lO 

O    O    1— 1    T^ 

CO 

H 

lO 

O  C5  O  i-H 

^ 

3 

P    "*  lO  CO 

CO 

(N  --H  1— 1  (N 

t^ 

5 

5,  0  CO  ^ 

1 — 1 

o 

I 

0 
°  S 

cm'^ 

i 

CO  0 

•      ■ 

i> 

0  t^ 

• 

lO 

t^  coo 

TtH 

t»>    00  0 

GO 

1> 

o 

^ 

H 

1 — 1 

H 

izi 
o 

M 

M 

M 

H 

0   '-H   ,- 

CO 

O  O  CO  <M 

CO 

«         OD  —  CC 

Q       0                                     .                    . 

lO 

O  O  (M  T^ 

Ttl 

03 

-*^  g  ^    ?M  0  CO 

t^ 

[^ 

C5  O  '-H 

b- 

H 

■g-g  "     O)  CO  (>T 

0  cz;  (M  CO  GC 

ir^ 

c 

1-H  CM  CM 

t>- 

u 

O 

T— 1 

1 — 1 

1 — 1 

(4 

O 

00            ^      '^ 

0      t^  — 

o" 

H 

^ 

I— ( 

o 

m 

o 

P4 

5? 

u 

c 

Q   ^ 

0  "^      <^ 

o 

O  O  o  o 

CO 

S?   CO         (M 

CM 

CM 

O  lO  o 

EH 

M 

1—1        1—1 

1-^ 

M 

^^ 

O 

<u 

1^ 

p; 

•^"^S  CO  GO 

.1— 1 

o 

r^  V,    s. 

o 
(4 

H 

Eh 
m 

< 

lO 

1-        m     ^  ^ 

'^H 

e© 

o  ::    :: 

Q 

< 

» 
(4 

> 

.^ 

o 
c3 

® 

o  o  o 

o 

S   00  ^  ft' 

0  g 

C/3 

o  o  o 

< 

a 

CD 

> 

O  GO  Ci 

O 

Eh 
15 

M 

iz: 

H 

iz; 

g 

Kind 

Iron 
6  mi.    Coppc 
i  mi.      Iron 

O 

o 

O 

O 

C3    « 

o  o 

o  o 

n  trolley        ( 
ig  arresters 
1  insulators 

CO 

lO 

Material                           Amount 

oles                              238 
rolley  wire       25,133'-4.7 
quipment         No.  1,  2.38 

Is  -•'" 

^  CO 

Labor  o 
Liglitnii 
Sections 

a-" 

PhHH 

CO 

CO 

o 

CO 

o 


OVERHEAD  TROLLEY  CONSTRUCTION. 


133 


iz; 

O 

M 

Eh 
O 

C6 
Eh 

09 
iZi 

o 

O 

Hi 

O 

Eh 

Q 

> 

O 


a?>- 


O  o 
O 


^^1 


o  o 

CO 

CO 

O  t^  CC  CO 

o  CO  o  o 

o 

CO 

o 

00 
1 — 1 

o 

O  O  00  CO 
-f  <0  ^  (M 

00 
00 

(A- 

o  CO 

O  CI 

1 — 1 

r— ( 

CO 

O  CO  0  l> 

CO 

o 

o  --< 
1 — 1 

CO 

CO 

1— ( 

O  CO  oo  o 

T— 1     lO     *— ' 

o 

o  o 
o  o 

CO  >o 

r-H  rJH 


o 

lO 

o 


CO 


CO 


lO 


o 

CO 


CO 


O  O  (M  »0 

O  lO  '— I  O-l 

O  Ca  CO  CO 
lO  .-H  CO  CO 


Q 

CO  LO 

^ 

O 

O  >0  O  LO 

^ 

CO  (M 

o1 

r^ 

O 

o 

CM 

CM  LO  (M 

_2 

-— 

CO 

CO 

'3  "  ' 

_o; 

Oi 

Oi 

Xfl 

LO 

"^ 

00 

00 

'S 

(M 

^ 

T— 1 

2 

o  »b 

o  o 

C-3|0O 

1 
ft 

o 

CD 

o  ^  P 
O  00  oi 

LO 

CO  CO 

r-l-* 

t- 

m 

J_, 

^ 

o 

©^  - 

-Td 

o 

o 

ci   f^ 

a 

3 

o" 
o 

o 

t— 1 

O 
O 

o  o 

O     O 

o  o 

ti-,  -t--  -^^ 

's  ^ 

.-H- 

O 

h£_ 

O    !h    tn 
,  H   c3    C 

f1 

tn 

rH     W}*_, 

Ci  CO  LO  o  o 

0.2  S- 

LO   O 

1 — 1 

00  CO 

a 

a 

I— 1  1— 1 

CO   Tf< 

1      1 

.-H    C^ 

CC 

o 

a 

b  b 

^        ^ 

^ 

-5  'Hi)  o 

Oi  CJi 

T-H 

C^  '^ 

(— ( 

c3  .^  a 

< 

L0_^0-1_ 

d 

d   d 

'*^    LO 

h-5  H^c» 

^^^_^ 

32 

rt   O 

S  1— 1 

O 

o     ^ 

U 

"^ 

>iOO 

!? 

S 

^  t^ 

"a 

m 

s 

1^ 

■w 

<D 

U 

ed 

s 

'o 

2 

a^ 
H 

o 

00 

o 
p_ 

CM 

9& 


C5 

o 

00 


134 


EXHIBIT  III,  SECTION  S-A 


00 
^    1— I 


CO 
CO 
CO 


o 

'M 


o 


o 
d 


s  oi 

"5  CO 
a  »0 


CO 


to 


LO 

to 


O    O  O  '^  (M 


to  O  CO  l>- 


Oi 

00 

00 


o 

M 
Eh 
O 

P 

H 
»a 

iz; 
o 
o 

h1 
O 

H 

Q 

> 
O 


o 

a 

CO 


"5 


^ 


to 


GO 

CO 

CO 
CO 


o 


lu  '00  o  O 

'^  O  ^  CM 

CO 


O 

to 

IN 

o 


o 
o 

to 

to 

o 

CO 

o  o  o  o 

O  O  00  O-J 

CO 

to 

1— 1 
CO 

to 

CO 
CO 

to  o  ;o  t^ 

OS 

co^ 

of 

co" 

o 


O 


0  o  o  o 

01  O  to  o 


C  1  a>  CO   CO    CO 

>  I  00   X    00   cS 


o 
OS 

I 

3 


C 

o 


o 
o 


to 


© 


O  O  o 
c;  to  o 


to 


O       c 


oj 


O  C 

^   0;   M   (33 


00  '-H      t^ 

O  '+'  ^  '^  "^ 

-  oo  ^  --<  "M  J^ 

s    •  •  t^  o 


O  !>•'—'  CO 
TjH  Gi   .   . 

CO  J>  o  o 


c  .S  3 
H^  I-^  ■:» 


,^ 

^ 

f-^i— 1 

K- 

a 

^  ^ 

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^   6 

03 

^ 

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O 

o 

"o 

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a-" 

^ 

H 

W 

m 

OVERHEAD  TROLLEY  CONSTRUCTION. 


135 


'M  t^  O 

Ol    X)   TfH 

t^  "O  o 

O  «D  "ti 

r-H    r.^  O 


O 
O 


o      o    •  o 


CO 


3 
E 

X  O  lO 

ci  CO  X 

2 

O     O    T-H    Tfl 

O  LO  Tfi  lO 

■^ 
r- 

CO  X  ^ 

iC 

o  >o  o  CO 

1^ 

X 

o 

H 

^ 

^ 

M 

M 

H 

X  t^ 

i-O 

(M  X 

l-H 

an 

0 

S- 

lO  >o 

1— 1 

M 

o  c^ 

' — 1  .— 1 

CO 

H 

cc> 

lO  o 

T— ( 

en 
1-3 

^ 

»-H 

<: 

^ 

S5 
O 

M 

« 

o 

O  CO 

lO 

c^ 

c: 

O  CO  rt- 

lO 

H 

■g 

C^l  C^l 

M 

TtH 

O  lO  X  "^ 

o 

Eh 

M 

3  3 

^  '-f 

--t^ 

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lO  !M  CO 

t^ 

O 

t" 

■x  K  S 

lO  rr: 

Ol 

t^ 

t^  ^  ^ 

X 

E3 

lO 

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co' 

H 

^ 

02 

^ 

^ 

M 

O 

> 
O 

a. 

»o  o 

o 

o 

o  o  o  o 

O 

j>5 

Ol  o 

Ol 

(M 

CM 

O  lO  o 

M 

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Hi 

o 

-; 

o 

o 

t^ 

<! 

_ 

.^H 

o 

rz2  ^    ^ 

O 

Eh 

5:  1  i 

CO  CO 

a 

H 
O 

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u 

r^           rx 

1— H    T— H 

'7^ 

^ 

O    ^      " 

Q 
(4 

o 

?   ^ 

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0) 

X  ^ 

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in 
> 

o  ^  o 

d  X  ci 

P3 

M 

;h 

■^ 

> 

(4 

;_l 

u 

d)^'  ^ 

O 

H 

» 
H 
X 
i-i 

CO 

>< 

Eh 

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Iron 
2  mi.    Coppe 
mi.      Iron 

O 

o 

o 
O 

o  o 
'■+3   iM 
o    O 

^1 

as 

11  trolley        i 
ig  arresters 
il  insulators 

CO 

u 

Eh 

c 

o 

oi  o 

lO 

CO    C 

5:;  -c  ^3 

< 

i 
1— 1 

cc  CO 

^  6 

i? 

S 

ji  CM 

il 

Bh 

1^ 

3 

s 

^1 

3 

cr' 

PkHH 

zn 

136 


EXHIBIT  III.  SECTION  3-A. 


cc  ^  ^ 

OC  O  C: 

Tt^    Ol    »C 

GC  rt<  X 
Ol  ^^  ^_ 

cc  r^'  rc 
9& 


o 

C5 
00 

o 

T-t 


(M  I>  CD 

T-i  1>  <M 

O?  lO  CO 

cc  t^  cr. 
C<[  t^  1^ 


cc 

CO 


( ;     ^"^     ^^    f~^ 

O  O  Oi  CM 

O  C:  ^H  lO 
CC  Tt^  --H  Ol 


o 
o 

C: 

O 


o 

M 
EH 

O 
t3 
Pl3 
Eh 

CO 

!zi 
O 

!« 

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1-3 
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Eh 

P 
<! 

pi? 

> 
O 


O  ^ 
CO  O 


O  OC'  C; 

*=  o  t^  cc 

o  S  ■      •      ■ 

*t ::  s  CO  t^  ^ 

m'k  "IJ  CO  "—I   X 

o  eg  lo  O  C: 

O  O  ..       -        ' 

c  00  ^  cc 


Q    ^  ^  ^ 
^    CC  O  ?! 


OC 

o 


X  (M 


C         O  O  CO  lO 
cc         O  Tf^  CM  (N 


c:  cr. 

X 

IT: 

c 

X  X 

a 

C^l 

^1 

1 — 1  1 — 1 

"C 

^ 

<^  ::    - 

c 

f-H 

t 

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c;  o  o 

"^T  ^ 

g 

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O  iC  o 

lb  ^ 

C^l 

d  cc  ci 

p   Q  ^1    o  VIS 
P-d' — : 


(M  ^'    CM 


©■ 


w    CJ    t»    cj 
p    ^    cc 

C  .S   2 


00      'J^ 

(^3  ,-H   ^   _i 

UO      .    O      ^ 
CM  <<    c3      . 


'-T'    "s  .£P ; 


t-J  i-!  :^ 


O 

>.  S  -r:  c  c 

£|-||^^CM- 


c^i 


10 


_2 

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5~i 


OVERHEAD  TROLLEY  CONSTRUCTION. 


137 


iz; 

O 

M 

Eh 

P 
f6 

02 
izj 
O 
o 

>* 

iJ 

Hi 

O 
E-i 

o 

» 

> 
O 


Cl  -t^  o 

CO  1—1  o 

<M  CO  t^ 

<M  r^  i> 


00  O  iC 

C5  C^l   Tt^ 

'M  I^  01 
CO  t^  O 
Cl  t^  (M 


CO 


s 

1   Oi 
OS 

c 

00 

1  eo 

1  « 

t  ^ 

0  0  Tt^  cc 
0  0  ■*  C 

1  '^5 

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10  i^  00  02 

rfl    — I    r-H    CO 

1     TH 

1    <^ 

0 

fe5 


C    1^ 


00  t^ 

m^ 

COO 

0  0-1 10 

CO 
GO 

0  O-l 

0  1^ 

0  c^ 

CO  'M  01 


CO  10 

05  CO 


o 
a; 


CO 

o 


o 


o 

Ol 


C  O  O  CO 

0  O  00  o 

i-o  r^  CO  oi 

01  ■— I  CO  CO 


0000 
CM  O  10  O 


00 

o^ 
of 


(M 


s  »o  o  <r 


10 

^ 

(M 

;_, 

©a 

0    r 

ci 

0    0 

tK 

0  >-0 

0 

0  oc 

> 

10 

138 


EXHIBIT  III,  SECTION  S-A. 


0  O  TJH 

t^  o  00 

01  ^  00 

CO  t^  00 
CO  O  CO 


CO 


00 


00 
CO 


O  Oi  (SI 
CO  00  (M 

00 

o  o  >o  o 

O  O  Ci  CD 

GO 

r-l    t^    t^ 

>o  c/j  o 

O  CO 

o 

O  O  »0  (M 

to 

O 

M 

H 

P 

Eh 
M 

;zi 
o 

o 

o 

Q 

<J 

> 
O 


o  o 
00  o 

00  ^ 

Tt^  LO 


o 
CO 

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OVERHEAD  TROLLEY  COXSTRUCTION 


139 


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141 


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EXHIBIT  III.  SECTION  S-A. 


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OVERHEAD  TROLLEY  CONSTRUCTION. 


143 


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OVERHEAD   TROLLEY  (:0\ STRIJCTION . 


145 


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EXHIBIT  III,  S.ECTION  3-A. 


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OVERHEAD  TROLLEY  CONSTRUCTION. 


147 


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149 


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150 


EXHIBIT  III,  SECTION  S-A. 


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to 

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lol 


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152 


EXHIBIT  III,  SECTION  3-A. 


CO  c; 

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154 


EXHIBIT  III,  SECTION  S-A. 


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OVERHEAD  TROLLEY  CONSTRUCTION. 


155 


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156 


EXHIBIT  III,  SECTION  3- A. 


CO  GO 


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OVERHEAD  TROLLEY  CONSTRUCTION. 


157 


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158 


EXHIBIT  III,  SECTION  3- A. 


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OVERHEAD   TROLLEY  CONSTRUCTION. 


163 


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ELECTRIC  POWER  DISTRIBUTION  SYSTEM.  165 


EXHIBIT   III,  SECTION  3-B. 

OVERHEAD  FEEDER  EQUIPMENT. 

SUMMARY. 

Cost  New  Present  Value 

Feeders $656,402 .00  S557,942 .00 

Wood  poles 15,318.00  7,659.00 

Iron  poles 14,621.00  11,697.00 

Attachments 6,755 .00  5,404 .  00 

Lightning  arresters 1,984.00  992.00 

$695  080.00      $583,694  00 

Bonds 91,058.33  63,740.83 

Total $786,138.33      $647,434.83 

COST  DATA. 

Size  Weight  Cost 

2/0.  4Q0  lb  1 

4/0.:. 7751b  / $00. 2035  per  lb. 

350,000 1,358  1b.  ]  «00  2060     "      « 

500,000 1,875  lb.  / ^"0 .2060 


166 


EXHIBIT  III,  SECTION  3-B. 


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OVERHEAD  FEEDER  EQUIPM EMT  -}<l- M M ARY . 


167 


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EXHIBIT  III,  SECTION  3-B. 


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COMPARATIVE  STATEMENT  OF  FEEDER  LESGTllS. 


169 


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170 


EXHIBIT  III,  SECTION  3-B. 


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ELECTRIC  POWER  DISTRIBUTIOS  SYSTEM.  171 
EXHIBIT  III,  SECTION  3-C. 

UNDERGROUND  CONDUIT. 

SUMMARY. 

Cost  New  Present  Value. 

Cable $62,779.03  $  50,137.39 

Return  copi^or 266.SSS .  72  266,888 .  72 

Manholes  and  tunnels 36,072.74  34,268.22 

Ducts  and  pipe 139,993.75  133^052.23 


Total $505,734.24      $484,346.56 

DEPRECIATION  TABLE. 

In  arriving  at  the  cost  new  of  the  undergrouiul  electric  distribu- 
tion system  of  the  Chicago  City  Railway  Co.,  the  cost  to  construct  the 
system  new  at  the  present  time  was  estimated.  To  this  was  added  15% 
for  engineering,  organization  and  incidentals,  and  the  result  was  taken 
as  the '"cost  new. "  From  the  cost  new  the  estimated  present  "scrap 
value,  "if  any,  was  deducted  and  a  depreciation  percentage  in  accordance 
with  the  following  table,  was  applied  to  this  remainder.  To  the  result 
thus  obtained  was  added  the  scrap  value,  if  any,  which  gave  the 
estimated  present  value. 

Probable  Lead- 

Years  of  Man-    Covsred       Bare 

Service    Ducts  Pipe  holes      Cable        Cable 

Depreciation  per  year 1%       3-1/3%        1%       4% 


Alley  No.  3 5  5%  16-2/3%  5%  20% 

8tate  street 4  4%^  13-1  /3%  4%  16% 

Dearborn  street 4  4%  13-1/3%  4%  16% 

Clark  street 10  10%  33-1/3%  10%  40% 

Wentworth  avenue 1  1%  3-1/3%  1%  4% 

Halsted  street 4  4%  13-1/3%  4%  16% 

Ashland  avenue 4  4%  13-1/3%  4%,  16% 

21st  street 4  16% 

18th  .street 5  5%,  16-2/3%  5%  20% 

35th  street 4  4%  13-1/3%  4%  16% 

37th  street 4  4%,  13-1/3%  4%  16% 

39th  street 4  4%  13-1/3%  4%  16% 

43rd  street 1  1%  3-1/3%  1%  4% 

47th  street 1  1%  3-1/3%  1%  4% 

49th  street 5  20% 

51.st  street 4  4%  13-1  /3%  4%  16% 

63rd  street 5  o%  16-2/3%  5%  20% 

Archer  avenue 5  5%  16-2/3%  5%  20% 

77th  street 4  4%  13-1/3%  4%  16% 


EXHIBIT  III,  SECTION  S-C. 


SUMMARY  OF  TOTAL  COSTS  NEW  AND  PRESENT  VALUES. 

Present 

Cost  New  Value 

[Manholes $       159.96  S       151.96 

Alley  Xo.  3 Ducts  and  pipe ....  291 .  73  274 .  01 

(Cable 298.08  243.18 

[Manholes 376.16  361.11 

State  St ^ Ducts  and  pipe  ... .  1,128.60  1,083.46 

[Cable 2,860.80  2,469.43 

[Manholes 1,267.00  1,216.32 

Dearborn  St <{Ducts  and  pipe ....  3,207 .  31  3,075 .  17 

[Cable 9,903.64  8,813.05 

[Manholes 4,461 .92  4,015 .  73 

Clark   St ] Ducts  and  pipe.  ..  .  13,349.36  12,008.48 

(Cable 22,937 .  62  14,646 .  03 

[Manholes 826 .  85  8 18 .  58 

Wentworth  Ave  .  JDucts  and  pipe  ....  1,477 .  70  1,459 .31 

[Cable 4,392.30  4,263.03 

[Manholes 5,140.98  4,935.34 

Halsted  St.            ^ Ducts  and  pipe ..  .  17,221.59  16,529.34 

(cable 508.08  433.19 

[Manholes 376.16  361.11 

Ashland  Ave.           Ducts  and  pipe ....  931 .  90  888 .  36 

(cable 2,424 .  34  2,223 .  38 

[^Manholes 

21sT  St     ^  Ducts  and  pipe ....  31 .  75  27 .  94 

[Cable 954.53  835.10 

[Manholes 951.72  904.13 

18th  St Ducts  and  pipe  .  .  .  3,793 .14  3,602  .  66 

(Cable 189.48  159.86 

[Manholes 394 .  06  378 .  30 

35th  St \  Ducts  and  pipe ....  605 .  65  576 .  66 

[Cable 1,596.18  1,555.44 

[Manholes 3.612 .  26  3,467 .  77 

37th  St <{  Ducts  and  pipe  ....  27,970 .  63  26,851 .  80 

(Cable 

[Manholes 258.94  248.58 

39th  St ^Ducts  and  pipe....  350.66  333.78 

(Cable 1,105.84  942.78 

(Manholes 531.48  526.17 

43rd  St ^,Ducts  and  pipe..:.  836.99  827.09 

[Cable 1.160.70  1,117.86 

[Manholes 798 .  50  790 .  51 

47th  St I  Ducts  and  pipe....  1,977.04  1,957.42 

(Cable 2,554.57  2.461.56 


UNDERGROUND  CONDUIT—SUMMARY.  17.} 


SUMMARY   OF  TOTAL   COSTS   NEW  AND    PRESENT  VALUES— Cont'd. 


...       ^,  /Tunnel. 

49th  hT w^.^uj^ 


[Manholes 

5  1st  St {Ducts  and  pipe  . . 

[Cable 

•  [Manholes 

63rd  St -{Ducts  and  pipe  . . 

[Cable 

[Manholes 

Archer  Ave .{Ducts  and  pipe  . . 

[Cable 

[Manholes 

77th  St -{Ducts  and  pipe . . 

[Cable 


Cost  New 

P  re.se  nt 
Value 

$    2,225.72 
1,393.05 

•S     2,114.43 
1,132.28 

244.96 

477.12 

1,036.80 

235.16 
458.04 
883.53 

3,845.57 
18,251.89 

3,653.29 
17,339.30 

8,711.52 

39,755.44 

9,405.82 

8,275.95 

37,757.09 

7,907.65 

79.98 
67.25 
57.20 

76.78 
64.32 
50.04 

Totals $228,768 .52       $207,782 .84 

The  above  includes  only  such  leturn  copper,  6605  pounds,  as  was 
found  in  ducts  and  manholes.  The  matter  of  the  remainder  of  the 
bare  copper  which  the  Chicago  City  Railway  Company  claim  to 
have  buried  under  the  pavements  in  the  streets  was  treated  in  the 
following  manner  : 

A  chart  with  notes  was  furnished  by  the  Railway  Company  showing 
the  sizes  and  location  of  return  cable.  The  quantities  were  cliecked 
roughly  from  this  chart  by  taking  measurements  to  scale  and  com- 
puting the  weights.  Two  points  were  selected  and  the  cables  were 
uncovered  for  inspection.  The  sizes  and  conditions  were  noted. 
These  showings  being  satisfactory  the  Railway  Company's  figures 
were  taken  for  the  quantities,  viz : 

Pounds  return  wire  shown  by  C.  C.  Ry.  Co 1,038,059 

Pounds  return  wire  found  in  conduit 6,605 

Total  pounds  not  otherwise  included 1,031,454 


EXHIBIT  III.  SECTION  3-C. 


Cost  Present 

New  Value 

Estimated      cost      installed      new, 

1,031,454  lbs.  @;  22 .  5c $232,077 .  15 

Organization,  engineering  and  inci- 
dentals, 15% 34,811 .  57 

Total  Cost  Xew  of  Return  Copper. . .  .        $266,888 .  72 

The  bare  return  copper  has  no  de- 
preciation. 
The  Present  Value  is,  therefore, $266,888.72 

SUMMARY  OF  TOTAL  COSTS  NEW  AND  PRESENT  VALUES. 

Cost  New  Present  Value 

Bare  copper  (not  in  ducts) $266,888 .  72        $266,888 .  72 

RECAPITULATION. 

Cost  New  Present  Value 

Total  manholes  and  tunnels $  34,263 .  74  $  32,531 .  22 

Total  ducts  and  pipe 131,725 .  75  125,114 .  23 

Total  cable  (in  ducts) 62,779 .  03  30,137 .  39 

Total  return  copper  (not  in  ducts). .  266,888 .  72  266,888 .  72 
Total    Underground  Conduit  System 

and  Return  Copper $495,657.24  $474,671 .56 

In  making  the  estimate  of  the  cost  of  new^  conduit  and  manholes, 
the  allowance  made  for  repaying  asphalt  streets  was  $2.50  per 
square  yard,  and  for  all  other  pavement  $0 .  50  per  square  yard. 

The  Commission  was  afterwards  advised  that  the  cost  of  repay- 
ing as  fixed  by  city  ordinance,  is  $3. 00  per  square  yard  for  asphalt, 
granite  and  brick,  and  $1 .  00  for  cedar  block  and  macadam.  Ac- 
cordingly, an  estimate  on  this  basis  was  made  covering  the  addi- 
tional cost  for  repaying,  and  it  was  found  to  average  approxi- 
mately one  cent  per  duct  foot  and  $6.90  each  for  manholes. 
Therefore,  after  depreciating  in  the  same  manner  as  for  the  amounts 
in  the  original  estimate,  the  following  was  found  to  be  the  amount 
to  be  added: 

Cost  Present 

New  Value 

Manholes $1,809.00  $1,737.00 

Ducts 8,268 .  00  7,938 .  00 

REVISED    RECAPITULATION 

Total  manholes  and  tunnels $  36,072 .  74  $  34,268 .  22 

Total  ducts  and  pipe 139,993 .  75  133,052 .  23 

Total  cable  (in  ducts) 62,779 .  03  50,137 . 39 

Total  return  copper  (not  in  ducts). .  266,888 .  72  266,888 .  72 
Total   Underground  Conduit  System 

and  Return  Copper $505,734. 24  $484,346  56 


USDERGROrSD  COXDIIT.  175 


SUBWAY  IN  ALLEY   No.    3   ACROSS   THIRTY-THIRD   STREET. 

SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

2  small-size  manholes — (no  sewer  eonneetion)  @  S79.98       $159.96 

Manholes  have  no  scrap  value. 

Depreciation,  5% 8 .  00 

Present  Value $151  96 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

12  ducts  (4  wide)  140  conduit  ft.,  1,680  duct  ft.  @  15. 5c .  .       S260 .  40 

Ducts  in  place  have  no  scrap  vahu\ 

Depreciation,  5% 13 .  02 

Present  Value $247 .  38 


SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

8  iron  pipes,  104  ft.,  wt.  784  lb $  31 .  33 

Deduct  scrap  value  @  40c.  per  cwt 3. 14 

$  28.19 
Depreciation,  16-2/3% 4.70 

$  23.49 
Add  scrap  value 3.14 

Prese7it  Value $  26 .  63 

Total  Present  Value  of  Ducts  and  Pipes $274  01 


SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.   C.  CABLE. 

552  ft.,  350,000  C.  M.  cable,  wt.^590  lb $298.08 

Deduct  scrap  value  @  4c.  per  lb 23 .  60 

$274 . 48 
Depreciation,  5  years  @  4%  =  20% 54 .  90 


$219.58 
Add  scrap  value 23 .  60 

Present  Value $243 .  18 


176  EXHIBIT  III,  SECTION  3-C. 

STATE  STREET  SUBWAY,  ACROSS  GARFIELD  BOULEVARD. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

2  medium-size  manholes  (no  sewer  connection)  @$108 .  10       $216 .  20 
2  small-size  manholes  (no  sewer  connection)         "     79 .  98         159 .  96 

$376.16 
Manholes  were  built,  as  shown  by  records,  in  1902. 
Manholes  have  no  scrap  value. ' 
Depreciation,  4  years  @  1%  =4% 15 .  05 

Present  Value $361 .  11 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

18  ducts  (6  wide)  418  conduit  ft.,  7,524  duct  ft.  @15c.  .        $1,128.60 

Conduit  line  was  built,  as  shown  by  records,  in  1902. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 45. 14 

Present  Value $1,083 .  46 

Note:     No  pipes  up  poles. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.  CABLE. 

4,800  ft.  various  sizes,  wt.  10,368  lb $2,860.80 

Deduct  scrap  value  @  4c.  per  lb 414 .  72 

$2,446.08 
Depreciation,  4  years  @  4%  =  16% 391 .  37 

$2,054.71 
Add  scrap  value ' 414 .  72 

Prese7it  Value $2,469 .43 

DEARBORN  STREET  SUBWAY,  ARCHER  AVENUE  TO  TWENTY-FIRST 

STREET. 

(Including  Twentieth  and  Twenty-first  streets.) 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

7  large-size  manholes @  $148 .  06        $1,036 .  42 

1  medium-size     "         "     122 .  48  122 .  48 

1       "  "       "   (no  sewer  connection) .  .   "     108 .  10  108 .  10 

9  $1,267.00 

Manholes  were  built,  as  shown  by  records,  in  1902. 

Manholes  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 50.68 

Present  Value $1,216.32 


UNDERGROUND  CONDUIT.  177 


SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

24  ducts     (8  wide)         147. ;3  conduit  ft.,      3,535  duct  ft.    (51   14.0c  S404.«KJ 

18     "           (6  wide)          14.          "            "           352       ' 14.5c  51.04 

12     "           (Gwide)        919.2       "           "      10,490       "     "       "    17.5c  1,835.75 

12     "           (4  wide)        417.5       "           "        5,010       "     "       "    15.5c  770.55 


1,498.0  conduit  ft.      19,387  duct  ft.  $3,158.24 

Conduit  lines  wore  built,  as  shown  by  records,  in  1902. 
The  ducts  in  place  have  no  scrap  value. 
Depreciation,  4  years  @  1%  =  4% 126. ;^8 


$3,031.91 


SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 


9  iron  pipes,  182  ft.,  wt.  1,372  lb.  . , 
Deduct  scrap  value  @  40c.  per  cwt. 


Depreciation,  4  years  @  3-1/3%  =  13  1/3%. 


Add  scrap  value 


Present  Value 

Total  Present  Value  of  Duels  and  Pipes. 


% 

49 

,07 

5 

.49 

$ 

43 

.58 

5 

.81 

$ 

37 

.77 

5 

.49 

s 

43 

20 

$3,075 

17 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.  CABLE 

8,264  ft.  various  sizes,  wt.  37,417  lb $8,312.86 

Deduct  scrap  value  @  4c.  per  lb 1,496.68 


$6,816.18 
Depreciation,  16% 1,090.59 


$5,727.59 
Add  scrap  value 1,496 .  68 

Present  Value $7,222 .  27 

Bare  cable  (no  depreciation). 

5,044  ft.  various  sizes,  wt.  5,605  lb 1,590.78 


Total  Present  Value  of  all  Cables  asahove $8,813  05 


178 


EXHIBIT  III.  SECTION  3-C. 


CLARK  STREET  SUBWAY,  TWENTY-SECOND  STREET  TO  HARRISON 

STREET. 

(Including  Twenty-second  Street  and  part  of  Wentworth  Avenue.) 
SUMMARY  OF  MANHOLE   COSTS  NEW  AND  PRESENT    VALUES. 

7  large  manholes  (2  frames  and  covers)  (a)     $165.31        $1,157.17 


2      " 

(1 

2  medium     " 

(2 

5      " 

(1 

1  small         " 

(2 

16      " 

(1 

10  hand  holes  (no  sewer  connection) 


43 

Manholes  were  built,  as  shown  by  records,  in  1896. 

Manholes  have  no  scrap  value. 

Depreciation,  10  years  @  1%  =  10% 


\       a 

148 . 06 

296.12 

\       (I 

139.73 

279.46 

\       u 

122.48 

612.40 

\      a 

111.61 

111.61 

)      " 

94 .  36 

1,509.76 

a 

49.54 

495 . 40 

t,461.92 


446,19 


Present  Value. 


$4,015  73 


SUMMARY  OF   CONDUIT  COSTS  NEW  AND  PRESENT   VALUES. 

duct  ft.  Cg 


2  ducts  (G  wide) 

247.7 

conduit  ft. 

2,972 

8        "      (4  wide) 

3,214 

" 

" 

25,790 

6        "      (3  wide) 

2,527 . 1 

" 

" 

14,562 

5        "      (2  wide) 

554 

" 

" 

2,770 

4        "     (2  wide) 

1,253.7 

" 

" 

5,015 

2        "     (2  wide) 

6 

u 

" 

12 

1 

45 

11 

" 

45 

0  pipes 

482 

" 

" 

4,820 

5 

150 

" 

" 

750 

2 

304 

'' 

" 

608 

8,783.5  57,354.0 

Conduit  lines  were  built,  as  shown  by  records,  in  1896. 

Ducts  in  phice  have  no  scrap  value. 

Depreciation,  10  years  @  1%  =  10% 


17*c 

520 . 10 

25c 

6,447.50 

20c 

2,912.40 

20c 

554.00 

23c 

1,153.45 

34c 

4.08 

47c 

21.15 

26c 

1,253.20 

26c 

195.00 

30  ic 

185.44 

$13,246.32 

1,324.63 


Present  Value $11,921 .  69 

SUMMARY   OF  IRON  PIPE   COSTS  NEW  AND  PRESENT    VALUES. 

23  iron  pipes,  360  feet,  wt.  2,714  lb $103.04 

Deduct  scrap  value  @  40c.  per  cwt 10.86 


Depreciation,  10  years  @  3-1/3%  =33-1, 


Add  scrap  value 


Present  Value 

Total  Present  Value  of  Ducts  and  Pipe^ 


$113.90 
37.97 

$ 

75.93 
10.86 

$        86 . 79 
$12,008  48 


UNDERGROUND  CONDUIT.  179 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT    VALUES. 

41,341  feet  various  sizes,  \vt.  55,210  Ih S22,937 .62 

Deduct  scrap  value  @  4c.  per  Ih 2,208.64 

$20,728.98 
Depreciation,  40%. ' 8,291 .59 

$12,437.39 

Add  scrap  value 2,208 .  64 

Present  Value $14,646  03 

WENTWORTH  AVENUE  SUBWAY,  ACROSS  GARFIELD  BOULEVARD 

AT  POWER  HOUSE. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT   VALUES. 

4  large  manholes ^  $148.06  $592.24 

1  medium       "  (2  small  covers).. ..  "      121.33  121.33 

1     "  "  (1  small  cover  )....  "      113.28  113.28 

6                                                   -  $826.85 

Manholes  were  built,  as  shown  by  records,  in  1905. 
Manholes  have  no  scrap  value. 
Depreciation,  1  year  @  1%  =  !%..  8.27 

Present  Value $818 .  58 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT   VALUES. 

16  ducts  (4  wide)         302       conduit  ft.            4,832  duct  ft.  (?(    14c  $676.48 

12        "     (4  wide)           32.7           "     "                 393       "     "     "   15. 5c  60.92 

24        "     (8  wide)         125               "     "              4,000       "     "     "   14c  560.00 

459.7  9,225  §1,297.40 

Conduit  lines  were  built,  as  shown  by  records,  in  1905. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  1  year  @  1%  =  1% 12.97 

Present  Value $1,284.43 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT   VALUES. 

48  pipes,  588  feet,  wt.  4,434  lb  $180 .  30 

Deduct  scrap  value 17 .  74 

$162.56 
Depreciation,  1  3'ear  @  3-1/3% 5.42 

$157.14 

Add  scrap  value 17 .  74 

Present  Value $174 .  88 

Total  Present  Value  of  Ducts  and  Pipes $1,459 . 31 


180  EXHIBIT  III,  SECTION  3-C. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT   VALUES. 

5,525  ft.  various  sizes,  wt.  12,244  lb S3,721 .  62 

Deduct  scrap  value  @  4c.  per  lb 489 .  76 

$3,231 .  86 
Depreciation,  4% 129 .  27 

$3,102.59 
Add  scrap  value 489 .  76 

Present  Value $3,592 .  35 

Bare  cable,  (no  depreciation). 

328  feet,  1,000,000  C.  M.  cable,  wt.  1,000  lb 670 .  68 

Total  Present  Value  of  All  Cables  as  above  . . .        $4,263 .  03 

HALSTED  STREET  SUBWAY,  ARCHER  AVENUE  TO  THIRTY-NINTH 

STREET. 

Including    Auburn    Street,    Thirty-eighth    Place,  Alley    and    Thirty-seventh 
Street,  West   of  Halsted  Street  and  across   Garfield  Boulevard. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

1  large  manhole   @  $148.06  $148.06 

39  medium    "         "      122 .  48         4,776 .  72 

2  "  "         (no  sewer  connection).  .  "      108.10  216.20 


42  $5,140.98 

Manholes  were  built,  as  shown  by  records,  in  1902. 

Manholes  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 205.64 


Present  Value $4,935 .  34 


SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT   VALUES 

40  duct  1G5. 7  conduit  ft.  6,628  duct  ft.  @  11.5c             $762.22 

24      "     (6  wide)  329.4         "       "  8,175 

20      "  1,101.3         "       "  22,026 

16      "     (4  wide)  1,405.6         "       "  22,490 

12      "     (4  wide)  2,645.6         "       "  31,748 

8      "     (8  wide)  49.2         "       "  394 

8  pipe  (8  wide)  34.6         "       "  277 

8      "     (4  wide)  5,810.7         "       "  46,487 


13.5c  1,103.63 

14.0c'  3,083.64 

14.0c  3,148.60 

15.5c  4,920.94 

25.0c  98.50 

39.5c  109.42 

18.5c  3,951.40 


11,246.1  133,489  S17,178.35 

Conduit  lines  were  built,  as  shown  by  records,  in  1902. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 687.13 


Present  Value $16,491 .  22 


UNDERGROUND  CONDUIT.  181 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

8  iron  pipes,  1(50  ft.  wt.  1,20G  lb $     43.24 

Deduct  scrap  value  @  40c.  per  cwt 4.82 

$     38.42 
Depreciation,  13^% 5.12 

$     33.30 
Add  scrap  value 4 .  82 

Present  Value $     38 .  12 

Total  Present  Value  Ducts  and  Pipes $16,529  34 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &L.  C.  CABLE. 

1,044  ft.  various  sizes,  wt.  1,000  lb $  508.08 

Deduct  scrap  value  @  4c.  per  lb 40 .  00 

$  468.08 
Depreciation,  4  years  @  4%  =  16% 74.89 

$  393.19 
Add  scrap  value 40 .  00 

Present  Value $433 .  19 

ASHLAND  AVENUE  SUBWAY,  ACROSS  RIVER  AND  BOULEVARDS. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

2  medium-size  manholes  (no  sewer  connection)  @S10S.10     $  216.20 
2  small       "  "  "       "  "  "       79.98         159.96 

4  $  376.16 

Manholes  were  built,  as  shown  by  records,  in  1902. 

Manholes  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 15.05 

Present  Value $  361 .  11 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

4  ducts     94.5  conduit  ft.    378  duct  ft.    (5^  23c $     86.94 

20      "       273.8         "        "   5476       "     "      "    14c 766.64 

368.3                     5,854  %  853.58 

Conduit  lines,  were  built  as  shown  by  records,  in  1902. 
Ducts  in  place  have  no  scrap  value . 
Depreciation,  4  years  @  1%  =  4% 34.14 

Present  Value $  819 .  44 


182  EXHIBIT  III,  SECTION  S-C. 


SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

20  iron  pipes,  260  ft.  wt.  1,960  lb $  78 .  32 

Deduct  scrap  value  @  40c.  per  cwt 7 .  84 

$  70.48 

Depreciation,  13  J% 9 .  40 

$  61.08 

Add  scrap  value 7 .  84 

Present  Value $  68 .  92 

Total  Present  Value  Ducts  and  Pipes $  888.36 


SUMMARY    OF   CABLE    COSTS   NEW  AND  PRESENT    VALUES. 
R.  C.  &L.  C.  CABLE. 

2,592  ft.  various  sizes,  wt.  5,252  lb $1,466 .  10 

Deduct  scrap  value  @  4c.  per  lb 210 .  08 

$1,256.02 
Deprecintion,  4  ye.ars  @  4%  =  16% 200 .  96 

$1,055.06 
Add  scrap  value 210 .  08 

Present  Value $1,265 .  14 

Armored  cable  (no  depreciation). 

904  ft.  350,000  C.  M.  wt.  4,507  lb 958.24 

Total  Present  Value  of  all  Cables  as  above  ....        $2,223.38 


TWENTY-FIRST  STREET  SUBWAY. 
SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

8  iron  pipes,  106  ft.  wt.  799  lb $  31 .  75 

Deduct  scrap  value  @  40c.  per  cwt 3.20 

$  28.55 

Depreciation,  13^% 3 .  81 

.$  24.74 

Add  scrap  value 3 .  20 

Present  Value $  27 .  94 

Note — Manholes  and  ducts  are  the  property  of  the  Chicago  Edison  Company. 


UNDERGROUND  CONDUIT.  183 


SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 

(Across  Michigan  Avenue,  i 

R.  C.  &L.  C.  CABLE. 

1,335  ft.  500,000  C.  AL,  wt.  5,202  lb  . $  954 .  53 

Deduct  scrap  value  @  4c.  per  lb 208 .  08 

$  746.45 
Depreciation,  16% 119 .  43 

$  627.02 
Add  scrap  value 208 .  08 

Present  Value $  835  10 

18TH  STREET    SUBWAY,  CLARK   STREET   TO   INDIANA  AVENUE. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

7  medium-size  manholes  @  $122.48 $    857.36 

Ismail       "  ''  .         @     94.36 94.36 

Manholes  were  built,  as  shown  by. records,  in  1901.  $    951. 72 

Manholes  have  no  scrap  value. 

Depreciation,  5  years,  @  1%=5% 47.59 

Present  Value $    904. 13 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

12  ducts(6  wide)  1,267.6  conduit  ft.  15,211  duct  ft.  @  17.5c  $2,661 .93 
8    "      (4  wide)     758.9       "         "    6,070    "       "  @  18.5c    1,122.95 

2,026.5                    21,281  $3,784.88 

Conduit  line  was  built,  as  shown  by  records,  in  1901. 
The  ducts  in  place  have  no  scrap  value. 
Depreciation,  5  years,  @  1%  =5% 189.24 

Present  Value $3,595.64 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

2  iron  pipes,  28  ft.,  211  lb $       8.26 

Deduct  scrap  value   @  40c,  per  cwt .84 

$       7.42 
Depreciation,  5  years,  @  3^%  =  16f  % 1 .24 

$       6.18 
Add  scrap  value -84 

Present  Value $        7 .  02. 

Total  Present  Value  of  Ducts  and  Pipes $3,602 .  66; 


1S4  EXHIBIT  III,  SECTION  S-C. 

EIGHTEENTH  STREET  SUBWAY,  ACROSS  MICHIGAN  BOULEVARD. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 

R.  C.  &  L.  C.  CABLE. 

265  ft.  500,000  C.  M.,  wt.  1,034  lb @  71.5c  $189.48 

Deduct  scrap  value  @  4c.  per  lb 41 .36 


$148.12 
Depreciation,  5  years  @  4%  =20% 29.62 


$118.50 
Add  scrap  value 41 .  36 


Prese?it  Value $159 .  86 

THIRTY-FIFTH  STREET  SUBWAY,  ACROSS  RIVER  AND  BOULEVARDS. 
SUMMARY  OF.MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

2  medium-size  manholes  (asphalt  pavement)  (a;  $143 .  18  $286 .  36 

1  small-size  manhole  (asphalt  pavement)     "  $107.70  107.70 


3  $394.06 

Manholes  have  no  scrap  value. 

Depreciation,  4% 15 .  76 


Present  Value $378 .  30 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

4    ducts    (2    wide)    594.5    conduit    ft.,    2,378    duct 

it. @  23c $546.44 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4% 21 .  88 


Present  Value $525 .  06 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

14  pipes,  182  ft.,  wt.  1,535  lb $58.71 

Duct  scrap  value    @,  40c.  per  cwt 6. 14 


$52.57 
Depreciation,  13^% 7.01 


$45 . 56 
Add  scrap  value 6.14 


Present  Value $51 .  60 

Total  Present  Value  of  Ducts  and  Pipes $576.66 


UNDERGROIM)  (OMJUIT. 


THIRTY-FIFTH  STREET  SUBWAY. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.   CABLE. 

512  ft.,  850,000  C.  M.,  wt.  547  lb $276.48 

Deduct  scrap  value  (al  4c.  per  lb 21 .88 


$254.60 
Depreciation,  16% 40 ,  74 


$213.86 

Add  scrap  value 21 . 88 


Present  Value $235 .  74 

Armored    cable — (no  depreciation). 

1,245  ft.,  350,000  C.  M.,  wt.  6,208  lb 1,319 .70 


Total  Present  Value $1,555 .44 

THIRTY-SEVENTH  STREET  SUBWAY,  HALSTED  STREET  TO  COTTAGE 

GROVE  AVENUE. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

1  large-size  manhole,  2  frames  and  covers @  $165.31       $  105.31 

2  "  "  "  1       "  "         "        "       148.06  296.12 

1      "         "  "         2       "         "         "       (asphalt) "      190.61  190.61 

23  meduim  "  1       "  "         "        "       122.48        2,817.04 

1        "       "  "  1       "         "  "        (asphalt) "       143.18  143.18 


28  $3,612.26 

Manholes  were  built,  as  shown  by  recoiils,  in  1902. 

Manholes  have  no  scrap  value. 

Depreciation,  4  years  (^  1%  =4% 144 .  49 


Present  Value $3,467 .  77 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT^VALUES. 

36  ducts  1,251.7  conduit  ft.  45,061    duct  ft.  (^  12c $5,407.32 

36  pipes                           38  "       "          1,368 

24  ducts  (6  wide)  1,301.4  "       "  31,233 

18        "  (6      "    )  3,527.6  "       "  63,497 

18        "  (4      "    )  1,306.9  "        "  20,910 

12        "  (6      "    )  2,611.6  "       "  31,340 


30c 410.40 

13.5c 4,216.46 

15c 9,524.55 

14c 2,927.40 

17.5c....  5,484.50 


10,037.2  193,409  $27,970.03 

Conduit  lines  were  built,  as  shown  by  records,  in  1902. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4  years  @  1%=4% 1,118.83 


Present  Value $26,851  80 

NoTK. — No  pipes  up  poles  on  this  street. 


186  EXHIBIT  III,  SECTION  3-C. 

THIRTY-NINTH  STREET  SUBWAY,  ACROSS  BOULEVARDS. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

2  small-size  manholes  (no  sewer  connection)  @  $79.98  $159.96 

2  handholes  (no  sewer  connection) "     49 .  54  99 .  08 


4  $258.94 

Manholes  have  no  scrap  value. 

Depreciation,  4% 10 .  36 


Present  Value $248 .  58 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

16  ducts  (4  wide)        .323.3    conduit  ft.       1,293    duct  ft.  @  14c $181 .02 

2        "  196.5  "       "  393        "     "     "34c 133.62 


519.8  1,686  $314.64 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4% 12.59 


Present  Value $302 .  05 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

8  pipes,  120  ft.,  wt.  952  lb $  36.02 

Deduct  scrap  value  @  40c.  per  cwt 3 .  81 


Depreciation,  13|% 


Add  scrap  value. 


$  32.21 

4 

.29 

$  27 

.92 

3 

.81 

Present  Value $  31 ,  73 

Total  Present  Value  of  Ducts  and  Pipes $333.78 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.   CABLE. 

1202  ft.  various  sizes,  wt.  2167  lb $1,105 .  84 

Deduct  scrap  value  @  4c  per  lb 86.68 


$1,019.16 
Depreciation,  4  years  @  4%  =  16% 163 .  06 


;.io 

Add  scrap  value 86 .  68 


Present  Value $942 .  78 


UNDERGROUND  CONDUIT.  ,  187 

FORTY-THIRD   STREET  SUBWAY,  ACROSS  BOULEVARDS. 
SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

4  large-size  nianholes  (no  sewer  couiiectioii)  (a,  §108 .  10  $1:^2  .  40 

2  handholes  (no  sewer  connection) "       49.54 

6 

Manholes  were  built,  as  shown  by  n^cords,  in  1905. 

Manholes  have  no  scrap  value. 

Depreciation,  1  year  @  1%  =  1  % 


Present   Value 


99.08 

$531.48 

5.31 

$526  17 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

8  ducts  (4  wide)  639  conduit  ft.,  4112  duct  ft.  @  18.5c  $760.72 

Conduit  line  was  built,  as  shown  by  records,  in  1905. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  1  year  @  1  %  =  1% 7 .  61 


Present  Value $753 .  11 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

16  iron  pipes,  272  ft.  2051  lb $  76 .  27 

Deduct  scrap  value  @  40c.  per  cwt 8.20 

$  68.07 
Depreciation,  3J  % 2.29 


$  65.78 
Add  scrap  value 8 .  20 


Present  Value $  73 .  98 

Total  Present  Value  of  Ducts  and  Pipes $827 .  09 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.  CABLES. 

2305  ft.  various  sizes,  wt.  2243  lb $1,160 .  70 

Deduct  scrap  value  @  40c.  per  lb 89 .  73 


Depreciation,  4%. 


Add  scrap  value 

Present  Value $1,117  86 


$1,070.97 

42.84 

$1,028 
89. 

.13 
73 

188  EXHIBIT  III,  SECTION  3-C. 

FORTY-SEVENTH  STREET  SUBWAY,  ACROSS  BOULEVARDS. 

SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

4  medium-size  manholes @     $122 .  48  $489 .  92 

2  small  "  "    (no  sewer  connection) 

@         79.98  159.96 

3  hanclholes  (no  sewer  connection) "  49.54  148.62 


9  $798.50 

Manholes  were  built,  as  shown  by  records,  in  1905. 

Manholes  have  no  scrap  value. 

Depreciation,  1  year  @1%  =  1% 7. 99 


Present  Value $790 .  51 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

16  ducts  (4  wide)  302  conduit  ft.  4,832  duct  ft  ^  14c.  $676.48 

12       "     (6      "  )  305         "         "  3,660      "     "   ^  17.5c.  640.50 

8       "     (4      "  )  146         "         "   1,168      "     "    "  18.5c.  216.08 

6       "     r3      "  )  243         "         "  1,458      "     "    "  20c.  291.60 


996  11,118  $1,824.66 

The  conduit  lines  were  built,  as  shown  by  records,  in 

1905. 

The  ducts  in  place  have  no  scrap  value. 

Depreciation,  1  year  @  1%  =  1% 18.25 


Present  Value $1,806 .41 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

40  iron  pipes,  500  ft.  wt.  3,770  lb $152 .38 

Deduct  scrap  value 15 .  08 


$137 . 30 
Depreciation,  1  year  @1%  =  1% 1.37 


$135.93 
Add  scrap  value 15.08 


Present  1  'alue $151 .  01 

Total  Present  Value  of  Ducts  and  Pipes $1,957.42 


UNDERGROUND  CONDUIT.  1S9 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.  CABLE. 

5136  ft.  various  sizes,  wt.  5,732  lb $2,554 .57 

Deduct  scrap  value  @  4c.  lb 229 .28 


$2,325.29 

Depreciation,  4% 93.01 


$2,232 .  28 
Add  scrap  value 229 .  28 


Present  Value $2,461  56 


FORTY-NINTH  STREET  TUNNELS. 

2   tunnels @   $1,112.86       $2,225.72 

Tunnels  have  no  scrap  value. 

Depreciation,  5% Ill  .29 


Present  Value $2,114  43 

FORTY-NINTH  STREET  SUBWAY,  AT  POWER  HOUSE. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 

R.  C.  &  L.  C.  CABLE. 

2,670  ft.,  various  sizes,  wt.  2,230  lb $1,393.05 

Deduct  scrap  value  @  4c.  per  lb 89 .20 


$1,303.85 

Depreciation,  20% 260.77 


$1,043.08 
Add  scrap  value 89 .  20 

Present  Value $1,132  28 


FIFTY-FIRST  STREET  SUBWAY,  ACROSS  MICHIGAN  BOULEVARD. 
SUMMARY  OF  MANHOLE  COSTS. NEW  AND  PRESENT  VALUES. 

2  medium-size  manholes @  $122 .  48        $  244 .  96 

Manholes  have  no  scrap  value. 

Depreciation,  4% 9 .  80 

Present  Value $     235  16 


190 


EXHIBIT  III.  SECTION  3-C. 


SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

16  ducts  (4  wide)  213  conduit  ft.,  3,408  duct  ft.  @  14c.  $     477 .  12 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4% 19 .  08 


Present  Value. 

Note. — No  pipes  up  poles. 


$     458  04 


SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C    CABLE. 

2,160  ft.,  various  sizes,  wt.  1,971  lb $1,036.80 

Deduct  scrap  value  at  4c.  per  lb 78.84 


Depreciation,  4  years  @  4%  =  16%. 


957.96 
153.27 


Add  scrap  value. 


804 . 69 

78.84 


Present  Value. 


$    883  53 


SIXTY-THIRD  STREET  SUBWAY,  STATE  STREET  TO  MONROE  AVENUE. 

(Including  Calumet  and  Monroe  Avenues.) 

SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

1  large-size  manhole,  2  frames  and  covers @  $1G5.31      $    165.31 

25  medium  "  "  1       "  "         "        "       122.48        3,062.00 

"         asphalt  pavement "      143 .  18  429 .  54 

94.36  188.72 


3      " 

2  small 


31 


Manholes  were  built,  as  shown  by  records,  in  1901. 

Manholes  have  no  scrap  value. 

Depreciation,  5  years  @  1%  =  5% 


5,845.57 


192.28 


Present  Value. 


$3,653  29 


SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

conduit  ft. 


22  ducts  1,088.7 

20  "                             45 

18  "     (3  wide)  3,750.3 

18  "     (9      "    )          51.5 

4  "     (2      "    )  6,101.1 


23,951    duct  ft.  (gi  13.5c 


900 
67,505 

927 
24,402 


14c 
13.5c 
18c.. 
23c.. 


11,036.6                       117,685 
Conduit  lines  were  built,  as  shown  by  records,  in  1901. 
The  ducts  in  place  have  no  scrap  value. 
Depreciation,  5  years  @  1%  =  5% 

Present  Value 


$3,233 . 39 

126.00 

9,113.18 

166.86 

5,612.46 

$18,251.89 


912.59 


$17,339  30 


Note. — No  iron  pipes  on  03rd  street. 


UNDERGROUND  CONDUIT. 


191 


ARCHER  AVENUE  SUBWAY,  STATE  STREET  TO  WESTERN  AVENUE. 

SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

4  large-size  manholes    (asphalt  pavement) ^  S17.'J.3G      S    G9.'i.44 

56  medium"  "  "  "         "      143.18       8,018.08 


60 


Manholes  were  built,  as  .shown  by  records,  in  1901. 

Manholes  have  no  scrap  value. 

Depreciation,  5  years  @  1  %=5% 


Present  Value. 


S8,711.52 

435.57 
$8,275  95 


SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

12  ducts  (6  wide)     1,001.6    conduit  ft.     12,020    duct  ft.  (ff   24c. 


2        "      (4 

'    )        622 

8        "      (4 

'    )  16,870.5 

6  pipes    (4 

'    )       373 

4        "      (2 

"    )         60 

18,927.1 


7,464 

134,949 

5,968 

240 

160,641 


"  20c 
"     "     "  25c . . 
"     "     "  30.5c 
"     "     "  47c.. 


Conduit  lines  were  built,  as  shown  by  records,  in  1901. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  5  years  @  1%  =  5% 

Present  Value 


S2,484.S0 
1,492.80 

33,737.25 

1,820.24 

112.80 

$39,647.89 


1,982.39 
$37,665  50 


SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

$  107 . 55 

11.84 


21  iron  pipes,  3G7  ft.,  wt.  2,960  lb. 
Deduct  scrap  value  '@  40c.  per  cwt 


Depreciation,  5  years  @  3g-%==16§% 


Add  scrap  value 


s 

95 

71 

15 

96 

$ 

79 

75 

11 

84 

Present  Value S     91 .  59 

Total  Present  Value  a}  Ducts  and  Pipes $37,757  09 


192  EXHIBIT  III,  SECTION  3-C. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.  C.  &  L.  C.  CABLE. 

11,951  ft.,  various  sizes,  wt.  35,154  lb $8,897 . 02 

Deduct  scrap  value  @  4c  per  lb 1,406. 16 

$7,490.86 
Depreciation,  20% 1,498 .  17 

$5,992 .  69 
Add  scrap  value 1,406 .  16 

Present  Value $7,398 .  85 

Armored  Cable  (no  depreciation). 

480  ft.,  350,000  CM -  508 .  80 

Total  Present  Value  of  all  Cables  as  above ....        $7,907 .  65 

SEVENTY-SEVENTH  STREET  SHOPS  SUBWAY,  FROM  POLE  TO  POWER 

HOUSE. 

SUMMARY  OF  MANHOLE  COSTS  NEW  AND  PRESENT  VALUES. 

1  small-size  manhole  (no  sewer  connection)  @     $79.98  $79.98 

Manhole  was  built,  as  shown  by  records,  in  1902. 

Manholes  have  no  scrap  value. 

Depreciation,  4  years  (^  1%  =  4% 3 .  20 

Present  Value $76 .  78 

SUMMARY  OF  CONDUIT  COSTS  NEW  AND  PRESENT  VALUES. 

4  ducts  (2  wide)  70  conduit  ft.,  280  duct  ft.  @  23c $  64 .  40 

Conduit  lines  were  built,  as  shown  by  records,  in  1902. 

Ducts  in  place  have  no  scrap  value. 

Depreciation,  4  years  @  1%  =  4% 2.58 

Present  Value $  61 .  82 

SUMMARY  OF  IRON  PIPE  COSTS  NEW  AND  PRESENT  VALUES. 

1  iron  pipe,  8  ft.  wt.  60  lb $     2 .  85 

Deduct  scrap  value  @  40c.  per  cwt .24 

$     2.61 

Depreciation,  4  years  @  3;^%  =  13^% .35 

$     2.26 

Add  scrap  value .24 

Present  Value S     2 .  50 

Total  Present  Value  of  Ducts  and  Pipes $  64  32 


UNDERGROUND  CONDUIT. 


193 


SEVENTY-SEVENTH  STREET  BARN  SUBWAY. 

SUMMARY  OF  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
R.   C.  &  L.  C.  CABLE. 


80  ft.  500,000  C.  M.,  wt.  312  lb  .  . 
Deduct  scrap  value  @  4c.  per  lb. 


Depreciation,  16%. 


Add  scrap  value 

Present  Value . 


S57 

.20 

12 

.48 

$44 

.72 

7 

.16 

$37 

.56 

12 

.48 

$  50  04 


UNDERGROUND  SYSTEM. 

SUMMARY  OF  RETURN  CABLE  COSTS  NEW  AND  PRESENT  VALUES. 
Bare  Cable. 

6,'505  lb.  located.  Amount  reported  by  C.  C.  Ry.  Co.  1,038,059 
lb.  The  difference  between  these  two  figures  gives  the  amount  of 
return  cable  buried  beneath  the  track,  or  1,031,454  lb. 

Bare  cable  (no  depreciation). 
1,031,454  lb.  @  22ic.  per  lb $232,077  15 


194 


ELECTRIC  POWER  DISTRIBUTION  SYSTEM. 


EXHIBIT  III,   SECTION  3-D. 


TELEPHONE  SYSTEM. 


SUMMARY. 


1  switchboard @     $75 .  00 


32  wall  sets  installed 

8  desk    "  "       

6  pole     "  "       (iron  box) 

1      "       "  "       (wooden  box) 

16.17  miles  triple  braid  W.P.  wire. 

7.82  duplex  R.  C.  wire 

Installing  23.99  miles  of  wire.  .... 
Hardware      "         "      "      "    


20.00 
20.00 
20.00 
15.00 
84.56 
121.44 
25.00 
10 .  00 


Organization,  engineering  and  incidentals,  15%. 

Total  Cost  Neiv 

Average  depreciation,  20% 

Present  Value  


$  75.00 

640.00 

160.00 

120.00 

15.00 

1,367.34 
949.66 
599 . 75 
239.90 

$4,166.65 
625.00 

$4,791.65 

958.33 

$3,833.32 


EXHIBIT  IV 

CARS  AND  CAR  EQUIPMENT 


EXHIBIT  IV. 

CARS  AND  CAR  EQUIPMENT 

comprising  the  following  divisions: 

4-A  CLOSED,  ELECTRIC,  SINGLE-TRUCK. 

4-B  CLOSED,  CABLE  TRAILER,  SINGLE-TRUCK. 

4-C  SEMI -CONVERTIBLE,  ELECTRIC,  DOUBLE-TRUCK. 

4-D  OPEN,  ELECTRIC,  SINGLE-TRUCK. 

4-E  GRIPS,  OPEN,  SINGLE-TRUCK. 

4-F  OPEN,  CABLE  TRAILER,  SINGLE-TRUCK. 

4-G  MISCELLANEOUS  CARS. 

4-H  SWEEPERS,  SALTERS  AND  SNOW  PLOWS. 

4-1  WORK  CARS. 

4-J  TRUCKS, 

4-K  ELECTRIC  EQUIPMENT. 

4-L  MISCELLANEOUS  EQUIPMENT. 


EXHIBIT  IV. 

ROLLING  STOCK. 

SUMMARY. 
CARS  AND  CAR  EQUIPMENT. 

Cost  Present 

New  Value 

Grips,  open $    248,850.00  $    102,029.00 

Trailers,  open 236,565 .  00  106,446 .  00 

Trailers,  closed 314,606.00  200,115.00 

Electric,  open,  single-truck,  exclu- 
sive of  trucks 426,589 .  00  261,526 .  00 

Electric,  closed,  single-truck,  exclu- 
sive of  trucks 655,331 .  00  388,503 .  00 

Electric,    semi-convertible,  double- 
truck,  exclusive  of  trucks 1,336,335.00  1,270,868.00 

Mail  cars,  including  trucks 11,550 .  00  7,602 .  00 

Work   cars,   exclusive  of  electrical 

equipment 64-,558.00  40,526.00 

Sweepers,  salters,  and  snow  plows, 

exclusive  of  electrical  equipment.  49,455.00  40,969.00 

Trucks 363,972.00  312,711.00 

Temporary  trucks 8,820 .  00  7,056 .  00 

Fare  registers  and  extra  parts 28,224 .  00  26,813 .  00 

Air-brake  equipments 151,410 .  00  149,896 .  00 


Total $3,896,265.00    $2,915,060.00 


MOTOR  EQUIPMENT. 

2-motor  equipments $    689,624.00      $  528,719.00 

4-motor  equipments 1,052,069 .  00  972,575 .  00 

Extra  controllers 1,260 .  00  1,260 .  00 

Extra  armatures 22,680 .  00  22,680 .  00 

Grips  (included  with  grip  cars) 

Electric  heaters  and  equipment..  .  .  83,261.00  79,037.00 

Stoves 20,081.00  14,056.00 

Pintsch  gas  equipments 19,635 .  00  16,690 .  00 


Total $1,888,610.00    $1,635,077.00 

Total  for  Rolling  Stock...     $5,784,875.00    $4,550,137.00 


CARS  AND  CAR  EQUIPMENT-SI' M M AliV .  199 

CARS. 

SUMMARY. 

(Group  Totals  Include  5%  for  Organization,  Engineering  and  Incidentals. 

Cost  I' resent 

New  Value 

454  car  bodies,  electric, closed,  sin- 
gle-truck      $    655,331 .  00    S    388,503 .  00 

406  car  bodies,  electric,  semi-con- 
vertible, double-truck 1 ,336,335 .  00      1 ,270,868 .  00 

430  car  bodies, electric,  open, single- 
truck 426,589 .00         261,520 .  00 

237  car  bodies,  grips,  open,  includ- 
ing trucks 248,850.00       *102,029.00 

259  car  bodies,  trailers,  closed,  in- 
cluding trucks 314,606.00         200,115.00 

284  car  bodies,  trailers,  open,  includ- 
ing trucks 236,565.00       *106,446.00 

9  car  bodies,  miscellaneous 11,550.00  *7,602.00 

82  car  bodies,  sweepers,  salters  and 

snow  plows 49,455.00  40,969.00 

116  car  bodies,  work  cars 64,558.00  40,526.00 

Total $3,343,839.00    $2,418,584  00 

*NOTE — If  cable  equipment  is  not  considered  as  part  of  an  operating  systoni, 

the  foU.nving  deductions  are  to  be  made  from  the  present  value: 

Deduct 

Total  %  From 

Depreci-  Present 

ation.  Value 

237  grips 80  %  52,258 .00 

265  trailers,  open 80  55,120.00 

19  trailers,  open 80  1,197.00 

2  mail  cars 80  441.00 

149  trailers,  do.sed 80  (2,021  .00 

$171,037.00 

MOTORS,  TRUCKS  AND  MISCELLANEOUS  EQUIPMENT. 

SUMMARY. 

With  5';;   for   Organization  added  to  Total  Cost  New  and  Present  Value. 

Cost  Present 

New  Value 

1665  trucks S    372,792.00    $    319,767.00 

985  motor  equipments 1,765,633.00       1,525,234 .00 

Miscellaneous  equipment 302,611.00         286,552.00 

Total $2,441,036 .  00    $2,131,553  00 


200 


EXHIBIT  IV,  SECTION  4-A. 


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EXHIBIT  IV,  SECTIONS  4-E,  4-F  AND  4-G. 


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204 


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205 


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206 


EXHIBIT  IV,  SECTIONS  4-K  AND  4-L. 


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CARS  AND  CAR  EQUIPMENT.  207 

GENERAL  CAR  SPECIFICATIONS 

GENERAL  DATA.  GROUP  1. 

Railway  company C.  C.  Ky.  Co 

Car  number 635 .  .  .' 

Builder C.  C.  Ry.  Co ...'. 

Class Passenger 

Type Grip 

Body Open 

Seating  capacity 20 

Trucks Single 

Brakes Lever,  single 

Single  or  double  end Double 

Platform — open  or  vesti- 

buled Open 

Entrance — single  or  double  .Doul)le 


car  structure  data. 
Dimensions: 

Length  over  all 19  ft.  1  in 

Length  bodv 12  ft.  8  in 

Width  over  all 7  ft.  9  in 

Height,  floor  to  ceiling . .  .   S  ft.  2  in 

Height,  top  of  rail  to  top 

of  roof 10  ft.  4  in 

Framing  : 

Material Wood 

Side  sills,  size 3  in.  x  6  in 

End  sills,  size 3  in.  x  4  in 

Corner  posts,  size 2J  in.  x  2^  in 

Center  posts,  size 2^  in.  x  2^  in 

Platform: 

Width  of  opening ]5|  in 

Dash Steel,  center  opening 

Bumpers Cast  iron 

Roof: 

Type ~ Monitor 

Material Wood  and  canvas  . . . 

Carlines |  in.  x  li  in 

Windows: 
Number None 

Doors: 

Number None 

Floor: 

Material Wood,  single 

Interior  Finish: 

Material Ash 

Ceilino' No  head  lining 


208  exhibit  iv. 

car  fixtures.  group  1. 

Seats: 

Total  capacity 20 

Type Reversible 

Finish Solid  back  and  seat 

Width  of  aisle 15  in 

Lighting: 

Type Oil 

Number  of  fixtures 1 

Number  of  lights 1 

Curtains  : 

Number None 

Fenders: 

Type Basket,  iron  hinged  . 

Lifeguards  and  rails Wood 

Running  Boards: 

Material Wood,  fixed 


car  fittings. 

Headlights: 

Type Oil 

Number 1 

Signals: 

Gongs 1 

Sand  Boxes: 

Number 1 

Track  Scrapers: 

Number 4 

Signs: 

Material Wood  . . 

Type Painted 

Location 2  ends  . . 


GENERAL  DATA.  GROUP  4.  GROUP  2. 

Railway  company C.  C.  Ry.  Co C.  C.  Ry.  Co. 

Car  number ' 2092 1112. 

Builder Wells  &  French C.  C.  Ry.  Co.  (1889) 

Class Passenger Passenger. 

Type Trailer Trailer. 

Body Semi-convertible Semi-convertible. 

Seating  capacity 30 30. 

Trucks Single Single. 

Brakes -.  Hand,  double Hand,  double. 

Single  or  double  end Double Double. 

Platform,  open  or  vestibuled  Open Open. 

Entrance,  single  or  d()ul)le  Double Doul^le. 


GENERAL  CAR  SPECIFICATIONS.  208 


car  structure  data.  group  4.  group  2. 

Dimensions: 

Length  over  all ."il  ft.  1  in 20  It.  :}  in. 

Length  body 21  ft.  2  in.  .  .  21  ft.  0  in. 

Width  over  all 7  ft.  8  in. .  7  ft .  S  in. 

Height,  floor  to  ceiling  ...    7  ft.  11  in. .  .  s  ft .  4  in. 

Height,  top  of  rail  to  top 

of  roof 10  ft.  4  in 10  ft.  5  in. 

Framinc;  : 

Material Wootl Wood. 

Side  sills,  size 4  in.  x  6  in.  .  .4  in.  x  0  in. 

End  sills,  size 2i  in.  x  6  in.  .  A  in.  x  2;*  in. 

Center  posts 1  in.  x  3.^  in 1  in.  x  3^  in. 

Corner  posts 3  in.  x  3  in 3  in.  x  4  in. 

Pl.\tform:, 

Width  of  opening 31  in 31  in. 

Dash Steel Steel. 

Bumpers Wood,  iron  sheath  . .  .  .Cast  iron. 

She.\thing: 

Material Wood Wood. 

Side Single Single. 

End Single Single. 

Roof: 

Type Monitor Monitor. 

Material Wood  and  canvas Wood  and  canvas. 

Carlines 1^  in.  x  ^  in 1  in.  x  l  in. 

W^INDOAVS : 

Side  sash Single,  drop.  Single,  drop. 

Number  and  size 16 — 30  in.  x  37  in 18 — 34A  in.  x  36  in. 

End  sash Single,  fixed Single — 2  fixed,  2  mov 

able. 

Number  and  size 4 — 19^in.  x  361  in.  .    .  4 — 25  in.  x  35  in. 

Monitor,  sash Moval)le IMovaljle. 

Number 16 32. 

Doors: 

Body Double-acting,  .sliding. Single. 

Floor: 

^laterial Wood,  single  slats Wood, single  slats. 

Interior  Finish: 

Material Ash •    Ash. 

Trimming Stenciled 

Ceiling Veneered Xo  head  lining. 


vSe.\ts: 

Total  capacity 30 30. 

Type Longitudinal,  fixed  .  .  .Longitudinal,  fixe:l. 

Finish Carpet Carpet. 


210  EXHIBIT  IV. 

CAR  STRUCTURE  DATA. -Cont'd.  GROUP  4.  GROUP  2. 

Heating  : 

Type Stove  direct Stove  direct. 

Number  of  heaters.  ...  2 2. 

Lighting: 

Type Gas Gas. 

Number  of  fixtures  ....  2 2. 

Number  of  lights 2 2. 

Curtains  : 

Material Pantasote Wood  shades. 

Fenders: 

Lifeguards  and  rails.  .  .  Wood Wood. 

Steps: 

Type Fixed Fixed. 

Material Iron Iron. 

car  fittings. 

Signals: 

Conductors 2 2. 

Trimmings: 

Material Brass Brass  and  iron. 

Guards: 

End Brass  tube Iron  rods. 

Gates: 

Type Pantagraph Pantagraph. 

GENERAL  DATA.  GROUP  6.  GROUP  5. 

Railway  company C.  C.  Ry.  Co C.  C.  Ry.  Co. 

Car  number 100 1166. 

Builder C.  C.  Ry.  Co C.  C.  Ry.  Co. 

Class Passenger Passenger. 

Type Trailer Trailer. 

Body Open Open. 

Seating  capacity 50 50. 

Trucks Single Single. 

Brakes Hand,  double  end Hand,  double  end. 

Single  or  double  end  . .  .Double Double. 

Platform,  open  or  vesti- 

buled Open Open. 

Entrance,  single  or 

double Double Double. 

CAR  STRUCTURE  DATA. 

Dl.MENSIONS: 

Length  over  all 26  ft.  0    in 26  ft.    8  in. 

Length,  body 18  ft.  3^  in 18  ft.  10  in. 

Width  over  all 7  ft.  8    in 7  ft.    8  in. 

Height,  floor  to  ceiling..  8  ft.  0    in 8  ft.    0  in. 

Height,   top   of  rail   to 

top  of  roof 10  ft.  1    in 10  ft.    1  in. 


GENERAL  CAR  SPECIFICATIONS  211 

CAR  STRUCTURE  DATA— Cont'd.  GROUP  6.  GROUP  5. 

Framing  : 

Material Wood .  Wood. 


.4    in.  X  6  in. 

.2h  in.  X  4  in. 

2^  in.  X  3  in. 

,  2.V  in.  X  3  in. 


Side  sills,  size 4    in.  x  G  in . 

End  sills,  size 2Hn.  x  4in 

Corner  posts,  size 2Hn.  x  3  in 

Center  posts,  size 21  in.  x  3  in 

Platfor:\i: 

Width  of  opening 17  in 19  in. 

Dash Steel Wood,    iron   sheath. 

Roof: 

Type Turtle  back Monitor. 

Material Canvas Wood  and  canvas. 

Carlines 1  in.  x  iHn 1  in.  x  If  in. 

Windows: 

End  sash Single,  drop Single,  drop. 

Number  and  size 6 — 25^  in.  x  25^  in.  .  .  .6 — 25|  in.  x  27  in. 

Monitor  sash Fixed. 

Number 12. 

Floor: 

Material Wood,  single Wood,  single. 

Interior  Finish: 

Material Ash Ash.  . 

Ceiling No  head  lining No  head  lining. 

car  fixtures 

Seats  : 

Total  capacity 50 50 

f  Longitudinal,  f  Longitudinal, 

Tj'pe I   fixed,  back  to  back,  I   fixed,  back  to  back, 

[  solid.  [  solid. 

Lighting: 

Type Oil  and  electric Oil. 

Number  of  fixtures  ....  2 2. 

Number  of  hghts 2  oil,  5  electric 2  oil. 

Curtains  : 

Material Canvas,  roll Canvas,  roll. 

Fenders: 

Lifeguards  and  rails.  .  .  Wood Wood. 

Running  Boards: 

Material Wood,  hinged Wooil,  hinged. 

CAR  FITTINGS. 

Conductors  bells 2 2. 

Guards: 

Guard  rails Wood,  2  each  side.  .  .  .  Wood,  2  each  side. 


212  EXHIBIT  IV 


GENERAL  DATA.  GROUP  11.  GROUP  7. 

Railway  Company C.  C.  Ry.  Co C.  C.  Ry.  Co. 

Car  number 310 2366  (new  numbsr). 

Builder C.  C.  Ry.  Co Stephenson. 

Class Passenger .Passenger. 

Type Motor Motor. 

Body Semi-convertible Closed. 

Seating  capacit}' 30 30. 

Trucks Single Single. 

Brakes Lever,  2  ends Lever,  2  ends. 

Single  or  doul)le  end  . .  .Double Double. 

Platform,  open  or 

vestibuled Vestibuled Vestiljided. 

Entrance,  single  oi- 

double Double Double. 

car  structure  data. 

Dimensions: 

Length  over  all 29  ft.  8    in 30  ft.    0  in. 

Length,  body 21  ft.  0    in 20  ft.    0  in. 

Width  over  all 7  ft.  8    in 7  ft.    7  in. 

Height,  floor  to  ceiling    7  ft.  6^  in 8  ft.    0  in. 

Height,  top  of  rail  to 

top  of  trolley  board.  .10  ft.  4    in 10  ft.  11  in. 

Fr.\ming  : 

Material Wood Wood. 

Side  sills,  size 4  in.  x  6    in 4    in.  x  7    in. 

End  sills,  size 3  in.  x  4    in 

Corner  posts,  size 3  in.  x  3^  in 4    in  x  4    in. 

Center  posts,  size 1  in.  x  3^  in 1 1  in  x  3ij  in. 

Platform: 

Width  of  opening 25  in 29  in. 

Dash Steel Wood,  steel  sheath. 

Bumpers Wood,  iron  sheath  . .      Angle  iron. 

Sheathing: 

Material Wood Wood  . 

Side Single Single. 

,    End Steel. 

Roof: 

Type Monitor Monitor. 

Material Wood  and  Canvas.  .  .  .  Wood  and  canvas. 

Carlines 1  in.  x  1  ^  in 1  ^  in.  x  1  ^  in. 

Windows: 

Side  sash Single,  drop Single,  drop. 

Number  and  size 18 — 28  in.  x  26  in 12 — 35^  in.  x  35^  in. 

End  sash 2  drop,  2  fixed Double,  fixed. 

Number  and  size 4 — 25  in.  x  28  in 4 — 11^  in.  x  35^  in. 

Monitor  sash Movable Movable  ventilator. 

Number 18 12. 


(IKXKHM.  CM,'  .Spi:CJl''ICATIONS.  21:J 

CAR  STRUCTURE  DATA  Cont'd.      GROUP  11.         GROUP  7. 

Doors: 

Body Siimle,  slidino- Double. 

Vestibule Double,  foldiuji.  Tiiplc.  foldiuo-. 

Floor: 

Material Wood,  sin,<i;le  slats.  .      Wood,  sinjile  slat.s. 

Interior  Finish: 

Material Ash Cherry  aiul  bird's-eye 

maple. 

Ceiling; \'eneered Veneereil. 

car  fixtures. 

Seats: 

Total  capacity 30 30. 

Type Longitudinal,  fixed Longitudinal,  fixed. 

Finish Rattan Carpet. 

Heatino  : 

Type.  , Stove,  direct Electric. 

Number  of  heaters.  ...  1 8. 

Lighting  : 

Type Electric Electi'ic. 

Number  of  lights 10 10. 

Curtains: 

Material Wood  shades Pantasote. 

Fenders: 

Material Iron,  hinged Iron,  hinged. 

Lifeguards  and  rails.  .  .  Wood Iron  tul)e. 

Steps: 

Type Fixed Fixed. 

Material Iron,  wood  tread Iron. 

car  fittings. 

Headlights: 

Type Bull's-eye HuU's-eye. 

Number 2 2. 

Signals: 

Gongs 2 2. 

Conductor's  bells 2 2. 

Trimmings: 

Material Bronze. 

Sand  Boxes: 

Number 2 2. 

Track  scrapers 4 4. 

Signs: 

Type Painted.  Illununated. 

Material Wood  . .  

Location 2  ends.  . .  2  ends. 


214  EXHIBIT  IV. 

GENERAL  DATA.  GROUP  8.  GROUP  10. 

Railway  company C.  C.  Ry.  Co C.  C.  Ry.  Co. 

Car  number 1901 2494. 

Builder Pullman Pullman. 

Class Passenger Passenger. 

Type Motor ]\Iotor. 

Body Semi-convertible Semi-convertible. 

Seating  capacity 30 30. 

Trucks Single Single. 

Brakes Lever,  double Lever,  double. 

Single  or  double  end  . .  .Double Double. 

Platform,  open  or 

vestibuled Vestibuled Vestibuled. 

Entrance,  single  or 

double Double Double. 

car  structure  data. 

Dimensions: 

Length  over  all 29  ft.    9  in 31  ft.  1  in. 

Length,  body 21  ft.    0  in 21  ft.  0  in. 

Width  over  all 7  ft.    7  in 7  ft.  8  in. 

Height,  floor  to  ceiling    7  ft,  11  in 8  ft.  0  in. 

Height,  top  of  rail  to 

top  of  trolley  board.  .10  ft.  8^  in 10  ft.  9.V  in. 

Framing  : 

Material Wood Wood. 

Side  sills,  size 4   in.  x  7    in 4^  in.  x  7    in. 

End  sills,  size 3   in.  x  4    in 4    in.  x  3    in. 

Corner  posts,  size 3Jin.  x  3^  in 3J  in.  x  3^  in. 

Platform  : 

Width  of  opening 27^  in 26  in. 

Dash Steel,  glazed  screen.  .  .Steel,  glazed  screen. 

Bumpers Wood,  iron  sheath 

Sheathing: 

Material Wood Wood. 

Side Single Single. 

Roof  : 

Type Monitor Monitor. 

Material Wood  and  canvas Wood  and  canvas. 

Carhnes 1  in.  x  1^  in 1  in.  x  1^  in. 

Windows  : 

Side  sash Single,  drop Single,  drop. 

Number  and  size 14 — 33  in.  x  35  in 4 — 29  in.  x  36  in. 

End  sash Fixed Fixed. 

Number  and  size 4 — 21  in.  x  35  in 4 — 19  in.  x  36  in. 

Monitor  sash Movable,  single Movable,  single. 

Number 16 16. 


GENERAL  CAR  SPECIFICATIONS. 
CAR  STRUCTURE  DATA— Cont'd.         GROUP  8.  GROUP  10. 

Doors: 

Body I)oul)lc  actino;.  slidiiiti .  Doulilc  acting.. 

Vestibule I)()ul)le,  folding l)()iil)lf',  folding. 

Floor: 

Material Wood,  .'tingle  slats.  .      Wood,  single  .slats. 

Interior  Finish: 

Material Cherry.  .  .\sh. 

Trimming Stenciled Stenciled. 

Ceiling Veneered X'cncci'cd. 

car  fixtures. 

Seats: 

Total  capacity 30 30. 

Type Longitudinal,  fixed. . . .  Longitudinal,  fixed. 

Finish Carpeted Carpeted. 

Heating  : 

Type Stove,  direct Electric. 

Number  of  heaters.  ...  1 8. 

Lighting  : 

Type Electric Electric. 

Number  of  lights 10 H). 

Curtains: 

Material Pantasote Pantasote. 

Fenders: 

Material Iron,  hinged Iron,  hinged. 

Lifeguards  and  rails.  .  .  Wood Wood  guards. 

car  fittings. 

Headlights: 

Type Electric,  paralx)lic.  .  .  .Electric,  paraboUc. 

Number 2 2. 

Signals: 

Gongs 2 .  .  ...  2. 

Conductor's  bells 2 2. 

Trimmings  : 

Material Brass Brass. 

Sand  Boxes: 

Number 2 2. 

Track  scrapers 4 "  4. 

Gates: 

Type Pantagraph 

Signs: 

Type Fixed Fixed . 

Material Wood Wood . 

Location 2  ends 2  ends. 


EXHIBIT  IV 


GENERAL  DATA.  GROUP  14. 

Kaihvay  company C.  C.  Hy.  Co.  . 

Car  number 2356 

Builder Pullman 

Class Passenger 

Type Motor 

Body Open 

Seating  capacity 50 

Trucks Single 

Brakes Lever,  double . 

Single  or  double  end  .  .  .Double 

Platform — open  or 

vestibuled Open. 

Entrance — single  or 

double Double 


car  structure  data. 

Dimensions: 

Length  over  all 30  ft.  0    in 

Length,  body 20  ft.  3    in 

Width  over  all 7  ft.  5    in 

Height,  floor  to  ceiling    7  ft.  4    in 

Height  top  of  rail  to 

top  of  trolley  board.  .11  ft.  2A  in 

Framing  : 

Material Wood  and  steel 

Side  sills,  size 3^  in.  x  7o  in.  steel  plate 

End  sills,  size 3    in.  x  9    in 

Corner  posts,  size 3Mn.  x  3i  in 

Center  posts,  size 2\  in.  x  3 j  in 

Platform : 

Width  of  opening 17^  in 

Dash Steel 

Bumpers Angle   iron 

Roof: 

Type Monitor 

Material Wood  and  canvas 

Carlines 1  in.  x  1^  in 

WiNDOw.s: 

End  sash Single,  drop 

Number  and  size 6 — 21  in.  x  30  in 

Monitor  sash Fixed.  sin"gle 

•  Number 14 

Floors: 

Material Wood,  .single 

Interior  Finish: 

Material Ash 

Ceiling Veneer 


GKSEliA  I.   (\  I!   Sl-hr  I  hH    1  77')  VV 


2I7 


CAB  FIXTUaES.  GROUP  14. 

Seats: 

Total  capacity 50.  . 

f  Transverse,  4  fixed, 
Type •  .  .  <{    6  reversible,  spindle 

[  hack. 
Width  of  aisle Transverse,  19  in. 

LlCiHTING  : 

Type Electric.  

Number  of  liohts 10 

Curtains: 

Material Canvas,  roll. 

Fenders: 

Material Iron,  hinged 

Lifeguards  and  rails.  .  .  Wood 

Running  Boards: 

Material Wood,  hinged 


car  fittings. 

Headlights: 

Type Electric,  parabolic 

Number 2 

Signals: 

Gongs 2 

Conductor's  bells 2 

Trimmings: 

Material Bra.ss 

Sand  Boxes: 

Number 2 .  .  . 

Guards: 

Guard  rails Wood,  4 

Signs: 

Type Illuminated 

Location 2  ends 


GENERAL  DATA.  GROUP  16. 

Railway  company ('.  C  Ry.  Co. 

Car  number 764 

Builder C.  C.  Ry.  Co 

Class Passenger.  . 

Type Motor  . . 

Body Open.  . 

Seating  capacity 50 

Trucks Single 

Brakes Lever,  double 

Single  or  double  end  . .  .Double  .  . 
Platform — open  or 

vestibuled Open.  . 

Entrance — single  or 

double ])ouble  .  . 


GROUP  15. 

('.('.  \{y.  Co. 
1954. 

Wells  and  Fi-eiu-h. 
Passenger. 
Motor. 
Open. 
50. 

Single. 

Lever,  d()ul)le. 
Double. 

Open. 

Double. 


218  '  EXHIBIT  IV. 


CAR  STaUCruaE  data.  group  16.  GJDUP  15. 

Dimensions: 

Length  over  all 26  ft.    0  in 30  ft.  0  in. 

Length,  body 18  ft.  10  in 20  ft.  3  in. 

Width  over  all 7  ft.    8  in 7  ft.  5  in. 

Height,  floor  to  ceihng .  8  ft.    0  in 7  ft.  4  in. 

Height,  top  of  rail  to 

top  of  trolley  board.  .10  ft.  10  in 10  ft.  6  in. 

Framing  : 

Material Wood Wood  and  steel. 

Side  sills,  size 4    in.  x  5^  in 4    in.  x  7^  in.  steel 

plate. 

End  sills,  size 2^  in.  x  5    in 3    in.  x  9    in. 

Corner  posts,  size 2^  in.  x  3    in 2|  in.  x  3^  in. 

Center  posts,  size 2    in.  x  2^  in 2^  in.  x  3    in. 

Platform  : 

Width  of  opening 2U  in 18^  in. 

Dash Steel Steel. 

Bumpers Wood,  iron  sheath  ....  Wood,  iron  sheath. 

Roof: 

Type Monitor Monitor. 

Material Wood  and  canvas Wood  and  canvas. 

Carhnes 1  in.  x  1^  in 1^  in.  x  1  ^  in. 

Windows: 

End  sash Single,  drop Single,  drop. 

Number  and  size 6 — 25  in.  x  24  in 4 — 32^  in.  x  18 j  in. 

Monitor  sash Fixed Fixed. 

Number 12 14. 

Doors: 

Number None None. 

Floor: 

Material Wood,  single Wood,  single. 

Interior  Finish: 

Material Ash Ash. 

Ceiling Veneer Veneer. 

car  fixtures. 

Seats: 

Total  capacity 50 50. 

Type Transverse,  solid,  Transverse    spindle 

back  to  back backs,  6  reversible, 

4  fixed. 
Width  of  aisle Transverse,  21  in Transverse,  19^  in. 

Lighting: 

Type Electric Electric. 

Number  of  lights 5 8. 


GENERAL  CAR  SPECIFICATIONS.  219 

CAR  FIXTURES— Cont'd.  GROUP  16.  GROUP  15. 

Curtains: 

Material Canvas,  buttoned Canvas,  roll. 

Fenders: 

Type Iron,  Hinged Iron,  hinged. 

Lifeguards  and  rails.  .  .  Wood Wood . 

Running  Boards: 

Material Wood,  hinged Wood,  hinged. 

car  fittings. 

Headlights: 

Type Electric, Electric,  parabolic. 

Number 2 2. 

Signals: 

Gongs 2 2. 

Conductor's  bells 2 2. 

Trimmings: 

Material Brass. 

Sand  Boxes: 

Number 2 2 . 

Guards: 

Guard  rails W^ood,  4 Wood,  4. 

Signs: 

Type Painted Painted,  movable. 

Material Wood Wood. 

Location 2  end 2  end. 

GENERAL  DATA.  GROUP  23. 

Railway  company C.  C.  Ry.  Co 

Car  number 5478 

Class Work,  sweeper.  . 

Type Motor , 

Body Closed 

Trucks Single,  McGuire  (Special) 

Brakes Hand,  double 

Single  or  double  end  . .  .Double 

Platform — open  or 

vestibuled Closed. 

Entrance — single  or 

double •.  .  Double.    . 

car  structure  data. 

Dimensions: 

Length  over  all 28  ft.  4    in 

Width  over  all 7  ft.  2.V  in 

Height,  floor  to  ceiling.  6  ft.  6    in 

Height,  top  of  rail  to 

top  of  trolley  board.  10  ft.  8    in 


220  EXHIBIT  IV. 

CAR  STRUCTURE  DATA— Cont'd.  GROUP  23. 

Framing   : 

Material Steel  and  wood,  special  heavy 

Sheathing  : 

Material Wood 

Side Single 

End Single 

Roof: 

Type Oval 

Material Wood  and  canvas 

Carlines If  in.  x  H  in 

Windows: 

Side  sash Fixed 

Number  and  size 10 — 21  in.  x  3H  in 

End  sash 1  drop,  2  fixed,  single 

Number  and  size 6 — 29t\  in.  x  35  in 

Doors: 

Body 2  corner,  1  side 

Floor: 

Material Wood,  plank 


car  fixtures. 

Seats; 

Number None. 

Heating: 

Type Stove,  direct 

Number  of  heaters.     .1 

Lighting: 

Type Electric 

Number  of  lights 8 

Fenders: 

Number. ...    None 

Steps: 

Type Box  car 

Matei'ial Iron 


car  fittings. 
Headlights: 

Type Electric. 

Number 2 

Signals: 

Gongs 3 

Sand  Boxes: 

NumVjer 2 

Track  Scrapers  and 

Brushes 2  ))rooms 


EXHIBIT   V 

POWER  PLANTS 


EXHIBIT  V. 

POWER  PLANTS. 

Comprising  the  following  divisions: 

5-A     CABLE  POWER  PLANT  EQUIPMENT. 

5-B      CABLE  POWER  PLANT  BUILDINGS,  INCLUDING  STACKS. 

5-C      ELECTRIC  POWER  PLANT  EQUIPMENT. 

5-D     ELECTRIC  POWER  PLANT  BUILDINGS,  INCLUDING  STACKS. 

5-E      ELECTRIC  MACHINERY  IN  CABLE  POWER  HOUSE.  TWENTY -FIRST  AND 
STATE  STREETS. 

v5-F      STORAGE  BATTERY  AND  BOOSTER  SET. 

5-G     BOOSTER  SET,  FORTY-NINTH  STREET  AND  OAKLEY  AVENUE. 

5-H     TRACK  AND  WAGON  SCALES. 

SUMMARY. 

CABLE  POWER  PLANTS. 

Cost  New.  Present  Value. 

Equipment $    653,173.00     $    358,905.00 

Tools  and  machinorv 3,017.00  2,532.00 

Buildings ' 209,054.00  140,232.00 


Total $    865,844.00  $    501.069.00 

ELECTRIC  POWER  PLANTS. 

Equipment .$1,074,016.00  -S    769,101 .00 

Tools  and  machinerv 7,220.00  5,054.00 

Buildings ^ 293,045.00  235,956.00 


Total $1,374,281.00  $1,010,111.00 

MISCELLANEOUS  EQUIPMENT. 

Electric  equipment  in  cable  plant  at 

21st  and  State  Sts $      13,059 .  00  $        8.704 .  00 

Storage  battery  and  booster  set 77,000 .  00  77,000 .  00 

Booster  set,  49th  St.  and  Oakley  Ave. . .        15,702 .00  8,21 1 .  00 

Cable  ropes  (included  in  cable  track) 

Track  and  wagon  scales 5,392.00  3,774.00 

Total $    111,153.00  $     97,689.00 

Total  for  Cable  and  Electric 
Poiver  Plants  and  Mis- 
cellaneous Equipment $2,351,278 .  GO  $1,609,469 .  GO 


EXHIBIT   V.  SECTION  5-A. 


CABLE  POWER  PLANTS. 

Ill  placing  a  value  on  the  cable-winding  machinery,  the  necessary 
shafting,  gaars,  clutches,  winding-drums,  pulleys,  tension-carriages, 
etc.,  to  drive  one  cable  from  the  power  house,  has  been  considered 
as  one  set  of  cable-winding  machinery.  The  weight  of  the  cable- 
winding  machinery  in  the  21st  and  State  street  power  house  has 
been  obtained,  and  its  value  determined  by  applying  a  unit  price 
per  pound  for  the  various  classes  of  cable  machinery  in  that  ])ower 
house.  This  value  has  then  been  reduced  to  a  price  jier  caljle 
driven  from  the  house. 

The  Poole  Engineering  &  Machinery  company,  who  installed 
the  cable  machinery  in  the  cable  power  houses  of  the  Chicago  City 
Railway  company,  have  quoted  a  value  on  their  oiiginal  installa- 
tions, which  checks  very  closely  with  the  unit  price  per  cable  set, 
as  above  determined. 

Considerable  changes  and  repairs,  with  the  installation  of  differ- 
ential winding  drums,  have  been  made  at  each  of  the  cable  houses 
since  the  original  installations;  the  last  changes  being  two  new 
drums  at  the  55th  street  and  Cottage  Grove  avenue  power  house 
in  1900,  and  a  complete  change  in  shafting  and  drive  at  the  21st  and 
State  street  power  house  in  1899,  and  gears  in  1903. 

The  average  depreciation,  as  placed  on  the  cable- winding 
machinery,  is  from  1893. 

Ron  'y  stokers  were  installed  in  the  cable  plants  in  1888. 


CABLE  J'OWER  PLANT  EQVirMENT.  .'2.-> 

POWER  PLANT  DEPRECIATIONS. 

The  following  annual  rates  of  dcpivcialiiHi  have  hccn  used  as 
a  basis  in  depreciating  the  power  plant  e(iuipiiieiit .  Apparatus  has 
been  depreciated  at  these  rates  down  to  209^'  of  I  he  wearing  value, 
the  wearing  value  being  detennined  by  subt  i-acting  the  scrap  value 
from  the  cost  new.  All  powei'  plant  e(|uipnient  has  been  considered 
as  worth  20%  of  its  wearing  value  as  long  as  it  is  in  operating  con- 
dition. 

Engines,  Corliss,  slow-s])ee(l ;^  to    .V  o 

Engines,  automatic,  high-speed .">  to  10% 

Cable-winding  machinery. 3% 

Generators,  direct-connected,  modern .  5% 

Generators,  belted  (depending  on  date)  . : 5  to  10% 

Traveling  cranes 2% 

Switchboards  and  all  wiring 2% 

Piping ^  3^% 

Pumps 5% 

Heaters,  closed 6  to  10% 

Heaters,  open 3% 

Breeching  and  connections,  brick 5% 

Breeching  and  connections,  steel 10% 

Boilers  and  settings,  horizontal, tubular 10% 

Boilers  and  settings,  water-tube 3 .  b% 

Grates lO''; 

Coal-handling  machinery 6% 

Ash-handling  machinery 8% 

Combined  coal  and  ash-handling  machinery ...  7% 

Storage  bins,  steel 3  to  10% 

Miscellaneous  items 5% 

Stokers. — The  fixed  parts  depreciate  very  little  and  the  moving 
parts  and  the  grates  very  rapidly.  As  the  moving  i^arts  are  renewed 
and  maintained  in  good  condition,  all  stokers  in  operation  have 
been  depreciated  25%. 


EXHIBIT  V,  SECTION  5-A. 


.    EXHIBIT  V,  SECTION  5-A. 

VALUE  OF  CABLE  POWER  PLANT  EQUIPMENT 
COMPLETE. 

SUMMARY. 

Cost  New  Present  Value 

21st  ami  State  Streets $314,454.00     $181,522.00 

52nd  and  State  Streets 156,021 .00        77,959.00 

55th  Street  and  Cottage  Grove  Avenue. . .   182,698 .  00         99,424 .  00 


Total  Value  of  Cable  Power  Plants  $653,173.00    $358,905.00 


CABLE  POWEK  I'LAST  IKjl  ll'MEST. 


TWENTY-FIRST  AND  STATE  STREET  CABLE  POWER 

HOUSE. 

VALUE  OF  POWER  PLANT  EQUIPMENT  COMPLETE. 

FIGURED  AS  PART  OF  AN  OPERATING  CABLE  RAILWAY. 

CONDITION  OF  PLANT. 

The  Hazoltoii  boilers  are  in  fair  condition,  and  with  the  return 
tubular  boilers  have  been  depreciated  to  a  going  value,  i.  e.,  20% 
of  their  wearing  value.  The  Babcock  and  Wilcox  boilers  are  in 
good  condition.  The  twin,  36-in.  x  72-in.,  Wheclock  engines  are  in 
good  shape.  These  engines  were  first  installed  at  Cottage  Grove 
Ave.  and  55th  St.  in  1886,  and  removed  to  21st  and  State  Sts.  in 
1892.  In  1900  new  cylinders  and  valve  gears  were  installed.  The 
depreciation  on  these  engines  is  placed  at  25%. 

One  twin,  30-in.  x  60-in.,  Wheelock  engine  was  installed  in  1886. 
In  1904  new  valve  gears  were  installed  on  these  engines.  Deprecia- 
tion 20  years  at  3.5%  per  annum  (70%),  plus  an  allowance  of  10%, 
made  for  repairs,  equals  60%  total  depreciation. 

One  twin,  30-in.  x  60-in.,  A\'heelock  engine  was  installed  in  1888. 
In  1905  new  valve  gears  were  installed  on  this  engine.  Deprecia- 
tion, 18  years  at  3.5%  per  annum  (63%),  plus  an  allowance  of  10^~<  , 
made  for  repairs,  equals  53%,  total  depreciation.  General  condi- 
tion of  plant  is  good,  considering  its  length  of  service. 

Entire  change  in  shafting  and  gears  for  cable  luaehineiy  was 
made  in  1899.  The  two  B.  c^^  \V.  boilers  were  installetl  in  1882  and 
reconstructed  in  1892.  The  six  tubular  boilers  were  installed  in 
1892  and  the  two  Hazelton  boilers  were  installed  in  1888  and  r<'coii- 
struct3d  in  1892.     Coal  conveyor  was  installed  in  1892. 


228  EXHIBIT  V.  SECTION  5- A. 


DETAILED  EQUIPMENT. 

4  30-in.  X  60-in.  Wheelock  single-cylinder  engines  arranged  in  two 
twin  units,  one  twin  unit  with  one  75-ton  fly  wheel  and  the 
other  unit  with  one  45-ton  fly  wheel.  Both  units  gear- 
connected  to  cable-winding  machinery  shaft. 

2  36-in.  X  72-in,  Wheelock  single-cylinder  engines,  arranged  as  a 
twin  unit,  with  two  driving  pulleys  on  one  shaft,  pulleys 
25-ft.  diameter,  5-ft.  face. 

2  driven  pulleys,  32-ft.  diameter,  5-ft.  face. 

2  leather  belts  with  cotton  top,  56  in.  wide  x  200  ft.  long,  each. 

1  16-in.  shaft  extension,  122  ft.  long  with  3  couphngs. 

4  sets  of  cable-winding  machinery  complete,  with  tension  carriages 
and  drums. 

2  600-hp.  upright  Hazelton  boilers  with  Roney  stokers. 
4  125-hp.  return  tubular  boilers  with  Roney  stokers, 

2  150-hp.  return  tubular  boilers  with  ]\Iurphy  stokers. 

2  500-hp.  Babcock  &  Wilcox  water-tube  boilers  with  Murphy  stokers. 
4  1000-hp.  closed  heaters. 

1  10-in.  X  7-in.  x  10-in.  Worthington  duplex  pumps. 

1  12-in.  x  8-in.  x  14-in,  Wells  duplex  pumps. 

3  Schaeffer  &  Budenberg  exhaust  steam  injectors. 
1  brick  stack,  9  ft.  diameter  x  140  ft,  high, 

1  brick  stack,  7  ft.  diameter  x  125  ft.  high. 
Coal  and  ash-handling  apparatus. 


CABLE  POWER  PLANT  EQUIPMENT. 


229 


21  ST  AND   STATE   STREET  CABLE  POWER  STATION. 


230 


EXHIBIT  V,  SECTION  5- A. 


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CAULK  roWER  PLANT  EQllI'MEST. 


FIFTY-SECOND  AND  STATE  STREETS  CABLE  POWER 

PLANT. 

VALUE  OF  POWER  PLANT    EQUIPMENT    COMPLETE. 

FIGURED  AS  PART  OF  AN  OPERATING  CABLE  RAILWAY. 

CONDITION  OF  PLANT. 

The  four  24-in.  x  48-in.  Whcelock  engines  are  arranged  in  (wo  twin 
sets.  They  were  instalknl  in  1887.  These  engines  were  originally 
in  the  21st  and  State  street  plant  where  they  were  first  put  in 
service  in  1882.  The  three  Hazelton  boilers  are  in  but  fair  condition. 
General  condition  of  plant  is  wry  good  considering  its  length  of 
service.     New  cable-winding  drums  were  installed  in  1887. 

DETAILED  EQUIPMENP. 

4  24-in.  X  48-in.  single  cylinder  Wheelock  engines  with  two  diiving 
pulleys,  24-ft.  diameter  x  50-in.  face. 

2  driven  pulleys,  24-ft.  diameter  x  50-in.  face. 

2  belts,  leather  with  cotton  top  48  in.  wide  x  175  ft.  long. 

2  sets  cable-winding  machinery  with  tension  carriages  and  winding 

drums  complete.     One  extra  cable  I'un  with  space  for  tension 
carriage. 

1  set  cable-winding  machinery  complete  stored  at  the  plant,  but  not 

installed  for  service.     Valued  at  unit  price  of  a  cable  set,  Itss 
cost  of  erection. 

3  3()()-hp.  upright  Hazelton  boilers  with  Roney  furnaces  and  stokers. 

2  closed  feed-water  heaters. 

1  12-in.  X  8-in.  x  14-in.  Wells  duplex  ])uinp. 

2  exhaust  steam  injectors. 

Coal  and  ash-handling  apparatus. 


232 


EXHIBIT  V,  SECTION  5-A. 


52ND  AND   STATE  STREET   CABLE  POWER  STATION. 


CABLE  POWER  J'LAXT  lAjr  I  I'M  l-:ST. 


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234  EXHIBIT   V,  SECTION  S-A. 


FIFTY-FIFTH  STREET  AND  COTTAGE  GROVE  AVENUE 
CABLE  POWER  HOUSE. 

VALUE  OF  POWER  PLANT  EQUIPMENT  COMPLETE. 

FIGURED  AS  PART  OF  AN  OPERATING  CABLE  RAILWAY. 

CONDITION  OF  PLANT. 

The  three  upright  Hazelton  boilers  have  been  depreciated  to  a 
going  value,  i.  e.,  20%  of  their  wearing  value.  They  are  near  the 
limit  of  their  life.  The  two  38-in.  x  72-in.,  Wheelock  engines  and 
plant  equipment  in  general  are  in  good  oj^erating  condition.  Engines 
and  boilers  were  installed  in  1887  and  reljuilt  in  1894. 

DETAILED  EQUIPMENT 

2  38-in.  X  72-in.  single-cylinder  Wheelock  engines  with  two  65-ton 

fly  wheels. 

3  sets   cable- winding   machinery   complete   with   tension   carriages 

and  winding  drums. 

3  500-hp.  upright  Hazelton  boilers  with  Roney  stokers. 
1  2,000-hp.  Hazelton  feed-water  heater. 

1   1, 500-hp.  Hazelton  feed- water  heater. 
1  12-in.  X  8-in.  x  12-in.  Wells  duplex  pump. 

4  exhaust  steam  injectors. 


CABLE  POWER  PLANT  EQUIPMENT. 


2:Vt 


55TH   STREET    AND    COTTAGE    GROVE    AVENUE   CABLE 
POWER  STATION. 


236 


EXHIBIT  V,  SECTION  6-A. 


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CABLE  POWER  PLANT  EQIIPMENT. 


TOOLS  AND  MATERIALS  IN  CABLE  POWER  HOUSES. 

SUMMARY. 

Cost  Present 

New  Value 

21st  and  State  Streets Sl,729.05  $1,210.34 

52nd  and  State  Streets 483.70  338.59 

55th  Street  and  Cottage  Grove  Avenue 1,404.35  983.04 

Total  Value $3,617.10  $2,531.97 


238  EXHIBIT  V,  SECTION  5- A. 

TOOLS  AND  MATERIALS  IN  CABLE  POWER  HOUSES. 

TWENTY-FIRST  AND  STATE  STREETS. 

Cost  New. 

1  work  bench $      10  .  00 

1  "P.  Parker"  n.aciiiuist's  vise 11 .00 

2  toolboxes 12.00 

3  14-in.  monkey  wrenches 3 .00 

4  machinist's  ball  pene  hammers,  H  lb.  2.00 
20  cold  chisels ' 1 .60 

5  14-in.  files .75 

2  tool  cabinets  5  ft.  x  5  ft.  x  14  in 20.00 

50  lb.  old  brasses 5  .  00 

100  lb.  old  and  new  stud  bolts 4.00 

8  reamers,  1-in.  to  i-in 20.00 

14  twist  drills,  1-in.  to  2-in 26.00 

1  boiler  maker's  ratchet 6.00 

1  24-in.  carpenter's  saw 1.00 

6  tin  oil  cans,  ^-pint .30 

6  pipe  taps,  1-in.  to  2-in 3.60 

20  lb.  Vulcabeston  packing 5.00 

500  sheets  emery  cloth,  15-in.  x  12-in 3.00 

1  carpenter's  spirit  level 1 .00 

9,  whitewash  brushes 2  .  00 

10  1^-in.  brass  globe  valves 22.50 

8  |-in.  angle  valves 6.00 

20  2-in.  globe  angle  valves  (old) 32.00 

60  Scotch  gauge  glasses,  f-in.  x  18-in 5.00 

50  ft.  rawhide  belt  lacing .50 

1  engine  lubricator,  i  gal.  (old) 10  00 

1  ^,     "               "            I    "      (old) 7.00 

2  S.  Avrenches,  20  in.  long 80 

1  C.  1.  ladle,  1  qt 2^50 

1  home-made  hack  saw,  20-in 1 .00 

3  pair  12-in.  calipers  (plain) 1.50 

8  10-in.  S.  wrenches 2.00 

20  lb.  tool  steel  lathe  tools  (10  tools)   .  2.00 

1  cupboard,  4  ft.  X  3  ft.  x  18  in 8.00 

100  lb.  rainbow  packing 50.00 

150  16-cp.  incandescent  lamps 24.00 

1  cupboard,  4  ft.  X  5  ft.  X  18  in.  s'oo 

4  seaweed  brushes,  20-in.  long.  .  .  .80 

6  rubber-edge  scrub  brushes 2.00 

20  ft.  i-in.  X  5-in.  Peerless  pump  packing.  .  1.00 

10  lb.  small  machine  bolts .30 

30  ft.  f-in.  rubber  hose 3.60 

35  ft.  f-in.  X  f-in.  Peerless  pump  packing 2.00 

200  lb.  lead  gaskets 10.00 

20."       "            "          1  00 

50  ft.  2-in.  X  |-in.  leather  belting.  .                                         5.00 

1  pr.  chain  falls,  1  ton  cap 14.00 

2  r2-in.  jack  screws 3  .00 

5  2-in.  miscellaneous  pipe  fittings.  .30 

1  2-in.  tube  expander • 2 .  00 

1  1-in.  tube  expander 9  oo 

100  lb.  bolts 3  00 

20  li-in.  brass  globe  valves  (old) 14^00 

1  pr.  tin  snips,  20-in 1   60 

1  Goodall  breast  drill 2 !  60 

1  8-in.  ratchet  brace.  .  .                                                  80 

50  lb.  small  pipe  fittings   .                                              1 .  50 

7  pipe  taps,  1-in.  to  i-in 2  '  50 


CAULK  POWER  PLANT  LQUIPM EXT.  239 

TWENTY-FIRST  AND  STATE  STREETS— Continued. 

Cost  New 

f)  machine  plug  taps,  1-iii.  to  J-in.  .  S     2.o() 

4  belt  punches 1  .  20 

1  pr.  r2-in.  calipers ,,",0 

1  gasket  cutter,  radius  o  1.1.  ,.")() 

1  valve  reseating  machine.  7."). 00 

1  steam  gauge  tester 80.00 

1  apothecary's  balance  .  4C  .00 

1  small  chemist's  oven  10.00 

1  thermometer I  .()() 

,5  "Bunsen"  gas  burners.  1.00 

1  "Parr"calorimeter .').()0 

1  Paragon  motor,  1/16-hp.  10.00 

2  steam  gauges.  .  10.00 
1  testing'bench  20.00 
1  de-sicator  .  .  1  .00 
1  pair  tongs.  .  .  .20 

4  brushes 20 

1  motor,  small  (porcelain).  .  .  .')() 

19  porcelain  crucibles 1  .(10 

8  platinum  crucibles.  .  .  i.'j.OO 

1  flask .10 

3  qt.  flask  Ban  crucible  .40 
1  qt.       "    H  E  L       "  .40 

5  gal.  peroxide          "          .  .  1  .00 

3  laboratory  test-tube  stands  1.00 

1  roll-top  desk 20.00 

1  rotary  desk  chair 5. 00 

2  flat-top  desk 10.00 

1  cabinet 5.00 

50  lb.  graphite 10.00 

3  cupboards,  each,  o  ft.  x  5  ft.  x  18  in 24  .00 

Cable  wrenches  and  splicing  tools,  1,200  lb.  iron  and  300  lb. 

tools 60.00 

1  cabinet  with  drawers,  3  ft.  x  3  ft.  x  18  in 8.00 

100  lb.  small  tools  (wrenches,  home-made  chisels)  10.00 

6  supply  cupboards,  6  ft.  x  6  ft.  x  18  in. 60  .00 

.500  miscellaneous  pipe  fittings,  3-in.  to  1-in 50.00 

500  lb.  crowbars  and  picks 15.00 

2000  lb.  cable  machinery  wrenches  .  100.00 

2000  lb.  special  iron  tools 100.00 

2  machinist's  vises 22.00 

1  pipe  vise  (Crane  Co.)  for  2T^-in.  i)ipe  2.00 

3  bbl.  cyliiwler  oil 28.00 

2  bbl.  engine  oil..  10.00 
50  lb.  hard  oil 2.50 

4  stone  jacks 100.00 

3  hydraulic  jacks,  "Stilhnan,"  3-ton 120.00 

18  pair  blocks,  10-in.  to  4-in.  for  2-in.  to  1-in.  rope..  18.00 

1200  ft.  2-in.     rope,  manilla  144.00 

750  ft.  U-in.        "             "  -'lO.OO 

650  ft.  1-in.         "             "  26.00 

350  ft.  i-in.         "            "  10.00 

200  ft.  li-in.  steam  hosL' 22 .00 

1  5-magnet  telephone  ringer,  belted  to  engine  shaft 5.00 

6  tons  piping,  radiators,  sheaves  and  scraj)  iron  (scrap  value)  .  72.00 

Total  Cost  New -^    ^'T^^  9^ 

Depreciation,  30',,  .  ,)1S.  /  1 

Present  Value •  •   $    1,210.34 


240 


EXHIBIT  y,  .SECTION  S-A. 


FIFTY-SECOND  AND  STATE  STREETS. 


Cost  New 

1     tool  cupboard,  10  ft.  x  8  ft.  x  12  in $   14  .00 

1000     lb.  cable  wrenches  and  crow  bars 60  .00 

1     cook  stove 30 .  00 

1     grindstone,  2  in.  x  12  in 3  .00 

1      machine  vise,  Parker , 1 1 .  00 

1     W'ork  bench,  oak  top 8.00 

3  20-in.  files .60 

1     20-in.  wood  rasp .20 

20     lb.  cold  chisels 1 .  60 

1     hand  drill  press S  .  00 

1     pipe  rack,  150  l^V-in.  pipe  and  100  fittings 12  .00 

1     anvil,  150  lb.  .  .  ." 12  .  00 

1      portable  blacksmith's  forge,  10-in.  blast  fan 12  00 

1     ladle,  1  qt 1 .50 

200     lb.  bolts 6  00 

1  waste  press  (home  made) 25  .  00 

10  lockers,  12  in.  x  12  in.  x  5  ft.  higli  wire  doors  and  No.  16  iron 

cover 30  .  00 

2  boilermaker's  ratchets 12  .  00 

20     machine  taps,  1-in.  to  ^-in 6.00 

6     twist  drills,  |-in.  to  ^-in 3  .00 

50     lb.  stud  bolts ' 1  .  50 

5  pr.  24-in.  pipe  tongs 5.00 

100     special  iron  tools 10  .  00 

12     lb.  Hercules  metallic  packing -1 .  00 

2     sets  stocks  aiid  dies  complete,  2-in.  to  |-in 12  .00 

2  Judson  pipe  cutters,  2-in 2  .  40 

1      18-in.  monkey  wrench 1  .00 

1      pair  12-in.  pipe  tongs .50 

25     lb.  cold  chisels .80 

1      pr.  36-in.  pipe  tongs 1 .00 

4  rim  wrenches,  800  lb 60  .  00 

1  machine  bench  vise 11 .00 

4     ball  pene  hammers,  l^  lb.  each 2  .00 

8     pair  16-in.  nippers 8  .00 

8     spikes,  40  I'o.  tool  steel 4  .  00 

10     brasses,  10  lb 1 .  00 

55     lb.  rubber  cushions *. 10  .00 

6  corn  brooms 1 .  00 

3  balls,  Marlin 1  .  50 

6     scrub  brushes 1  .  00 

40     bars  soap 1 .00 

50     1-Ib.  cans  lye 5.00 

2  cable  strain  clamps 4  .00 

3  strand  shears 3  .00 

12     cable  clamps 6.00 

2     pair  come-alongs 6  .  00 

1      pair  15-in.  pipe  tongs 1 .00 

1     .ship  capstan 50.00 

1     bbl.  cylinder  oil 9  .  30 

1      bbl  engine  oil 4  .  80 

Total  Cost  Neiv $483  .  70 

Depreciation,  30^ 145 .  11 

Present  value $338 .  59 


CABLE  I'OWEH  I'l.AST  KQllI'MENT.  241 
FIFTY-FIFTH  STREET  AND  COTTAGE  GROVE  AVENUE. 

Cost  New 

4  ball  pene  haininer.s $     2 .00 

8  pair  16-in.  nippers 8.00 

8  spikes 4,00 

1  flat  wrench 2  . 00 

1  trimo  wrench,  ;^G-in ;i  .  GO 

1          "               "        18-in l!lO 

15  S.  wrenches 3  .  00 

5  crow  bars 7  .  50 

1  24  lb.  sledge 1  .  20 

5  10  lb.  sledges :i  .  50 

1  jack  screw 5.00 

1  stone  jack 25.00 

7  differential  rings 200  .00 

3  cable  sheaves,  12  ft.  long,  S  in.  iliameter 675.00 

1  hand-power  drill  press 8  00 

1  pipe  rack 12  .00 

1  anvil 12.00 

1  blacksmith's  forge .• 12  .  00 

1  wardrobe,  7  ft.  x  4  ft.  x  18  in 15.00 

200  ft.  2-in.  manilla  rope 24  .00 

4  steel  wheel-barrows 20 .  00 

3  tension  clamps  for  cable  splicing.  .  .                       1  .50 

3  pair  strand  cutters 3  .00 

1  tool  cabinet,  4  ft.  X  G  ft.  X  18  in 5.00 

1  cupboard,  4  ft.  x  6  ft.  x  18  in 4  .  00 

2000  lb.  scrap  iron  and  pipe 12  .  00 

2  bbl.  cylinder  oil 18  .  50 

1  bbl.  engine  oil 4.80 

1  ship  capstan 55  .  00 

12  cable  wrenches 25.00 

1  8-in.  block,  wood 2  .00 

1  5-in.  block,  wood 1  .00 

150  ft.  l^-in.  rope  (new) IG.OO 

7  cable  wrenches 5  .CO 

1  clamp  (G-in.  jaw) 5  .  00 

•1  ladle,  i-gal.  .' l.CO 

1  ratchet GOO 

1  blacksmith's  flatter .40 

10  cold  chisels 2  .GO 

1  bench  vise 11 .00 

2  pair  pipe  tongs,  30-in 3  .00 

2  Judson  "  1  "  pipe  cutters 3  .20 

2  stocks  and  1  complete  set  dies,  2-in.  to  ^-in.  10.00  _ 

Set  taps,  ^-in.  to  2-in.,  complete  3.00 

1  pr.  pipe  tongs,  24-in 1   00 

1  pr.  calipers,  18-in 1    G5 

GO  ft.  24, -in.  belting,  new  10.00 

1  plane,  24-in 1  .40 

1  saw 1  .00 

200  lb.  bolts G.OO 

100  Edison  IG-'p.  lamps                         IG.OO 

18  corn  brooms 3 .00 

12  new  shovels 9  .00 

200  lb.  Rainbow  sheet  packing.  80.00 

15  lb.  flax  packing 1  .  00 

30  lb.  asbestos. 7  .  00 

20  1^-in.  pipe  flanges 3  .00 

1  grindstone,  2-in.  face,  24-in.  diameter 3  .00 

1  waste  press 20  .00 

Totnl  CoRt  New $1,404  .35 

Depreciation,  30^ 421.3] 

Pref:crif  VaJue $    983  C4 


EXHIBIT  V,  SECTION  o-B. 


EXHIBIT  V,  SECTION  5-B. 

CABLE  POWER  HOUSE  BUILDINGS,  INCLUDING  STACKS. 

EXCLUSIVE  OF  REAL  ESTATE. 

SUMMARY. 

Location  Cost  New  Present  Value 

21st  and  State  Streets S   92,402.00     %   56,825.00 

52nd  and  State  Streets 58,421.00         41,772.00 

55th  Street  and  Cottage  Grove  Avenue .  .      58,231 .  00  41,635 .  00 


Total  Value $209,054.00      $140,232.00 


CABLE  POWER  PLANT  BUILDINGS.  243 


CABLE  POWER  HOUSE,  TWENTY-FIRST  AND  STATE  STREETS. 
BUILDING,  INCLUDING  TWO   STACKS. 

Masonry : 

Building $37,532.00 

Stacks,  brick,  1  140  ft.  high  ) 

1125  ft.  high  I ''''^''■'' 

$50,782.00 

Cut  stone  and  tile 1,255.00 

Steel  and  iron 4,735.00 

Carpentry 15,934.00 

Roofing 1,274.00 

Plastering 2,778.00 

Plumbing 1,680.00 

Heating 62.00 

Lighting 1,650.00 

Paintins; 200.00 


),350.00 

Organization,  engineering  and  incidentals,  15% 12,052.00 


Total  Cost  New $92,402 .00 

Depreciation  based  on  building  having  been  built  in 

1881,  25  years  @  1.5%  per  year  =  38.5% 35,577.00 


Present  Value $56,825.00 


244  EXHIBIT  V,  SECTION  5-B. 

CABLE  POWER  HOUSE,  FIFTY-SECOND  AND  STATE  STREETS. 

Cost  New 

Masonry $33,784.00 

Cut  stone  and  tiling 998 .  00 

Steel  and  iron 11,545 .  00 

Carpentry  and  mill  work 2,431 .00 

Roofing 1,026.00 

Plumbing 420.00 

Heating  system 100.00 

Painting 200.00 

Lighting 297.00 


),801.00 
Organization,  engineering  and  incidentals,  15% 7,620.00 

Total  Cost  New $58,421 .00 

Depreciation  based  on  building  having  been  built  in 

1887,  19  years  @  1.5%  per  year  =  28.5% 16,649.00 

Present  Value $41,772.00 


CABLE  POWER  HOUSE,  FIFTY-FIFTH  STREET  AND  COTTAGE  GROVE 

AVENUE. 

(Building  only,  stacks  being  part  of  Hazleton  boiler  setting.) 

Cost  New 

Masonry $32,326.00 

Cut  stone  and  tihng 1,199.00 

Steel  and  iron.  .      "^  12,283.00 

Carpentry 2,868.00 

Roofing  .^  810.00 

Plumbing          .  420.00 

Heating.  100.00 

Paintino- 200.00 

Lishtino- 430.00 


$50,636.00 
Organization,  engineering  and  incidentals,  15% 7,595.00 

Total  Cost  New $58,231.00 

Depreciation  based  on  building  having  been  erected  in 

1887,  19  years,  @  1.5%  =28.5% 16,596.00 


Present  Value $41,635.00 


ELECTRIC  POWER  PLAXT  EQIII'MEXT.  245 


EXHIBIT  V,  SECTION  5-C. 

ELECTRIC  POWER  PLANT  EQUIPMENT  COMPLETE. 

SUMMARY. 

Location                                                                        Cost  New  Present  Value 

21st  and  Dearborn  Streets $256,452 .00  $225,175 .00 

52nd  Street  and  Wabash  Avenue 392,019 .  00  263,773 .  00 

49th  Street  and  Oakley  Avenue 425,545 .  00  280, 153 .  00 

Total  Value  Electric  Power  Plants  $1,074,016.00  $769,101.00 


246  EXHIBIT  V,  SECTION  6-C. 

TWENTY-FIRST  AND  DEARBORN  STREETS  POWER  PLANT. 
CONDITION  OF  PLANT. 

Plant  installed  in  1902-3.  The  two  32-in.x  60-in.  single  cylinder 
Wheelock  engines  were  built  in  1899  and  placed  in  operation  in  1902- 
3.  The  30-in.  x  62-in.  x  60-in.  Fulton  Iron  Works  horizontal  cross 
compound  engine  was  placed  in  operation  in  1903.  Engines  are  all 
in  very  fair  condition.  Four  Babcock  &  Wilcox  water-tube  boilers 
are  carrying  125  lb.  steam  pressure  and  three  Babcock  &  Wilcox  boilers 
150  lb.  Generators,  boilers  and  plant  in  general  are  in  good  ope- 
rating condition. 

Coal  conveyor  was  installed  in  1904. 

DETAILED  EQUIPMENT. 

2  units,  32-in.  x  60-in.  single-cyhnder  Wheelock  engines,  direct 
connected  to  650-kw.  General  Electric  525-575-volt  generators. 

1  unit,  30-in.  x  62-in.  x  60-in.  Fulton  Iron  Works  cross  compound 
Corliss  engine,  direct  connected  to  a  1200-kw.  General  Electric 
o25-575-volt  generator. 

Switchboard  consists  of: 

1  2100-ampere  generator  panel,  double-pole. 

2  1800-ampere  generator  panel,  double  pole. 

6  1800-ampere  feeder  panels. 

3  1200-ampere  feeder  panels. 

Gravity  oiling  system  with  2  Turner  oil  filters,  100  gal.  each,  also 
oil  pumps. 

7  Babcock  &  Wilcox  water-tube  boilers,  500  hp.  each. 
Stokers:   each  boiler  is  provided  with  B.  &  W.  chain  grates. 
3  Hamler  feed-water  heaters. 

2  9-in.  X  6-in.  x  10-in.  Worthington  vertical  duplex  pumps. 

2  10-in.  X  7-in.  x  10-in.  Worthington  duplex  pumps. 

2  self-supporting  steel  stacks,  one  14  ft.  in  diameter,  178  ft.  high, 
steel  breeching  and  one  10  ft.  in  diameter,  168  ft.  high,  brick  breeching. 

Coal-handling  apparatus:  7  coal  hoppers,  300  tons  total  capacity. 

1  coal  conveyor,  416  ft.  long,  motor-driven,  link  belt. 

1  motor-driven  coal  crusher, 

1  coal-receiving  chute. 

;L  ash  hopper,  20  tons  capacity. 

1  ash  chute. 


ELECTRIC  POWER  PLANT  EQUIPMENT. 


247 


21ST  AND   DEARBORN  STREET  ELECTRIC   POWER  STATION. 


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ELECTRIC  POWER  PLAST  EQllPMEXT. 


FIFTY-SECOND  STREET  AND  WABASH  AVENUE  POWER  PLANT. 
CONDITION  OF  PLANT. 

Machinery  was  installed  in  1893.  Eni^ines  and  generators  are  in 
good  operating  condition.  Water-tube  boilers  are  in  good  condition. 
Engines  1-2-3-4  installed  in  1893  and  5-6-7-8-9-10  in  1895-6.  All 
engine  foundations  were  partly  rebuilt  in  1903-6.  New  pistons 
w("re  put  on  all  engines  in  1905,  new  bearings  in  1903-6,  new  valves 
on  four  engines  in  1901,  and  on  remainder  in  1905.  New  fi(>ld  and 
armature  windings  were  put  on  all  generators  in  1902-5.  The  13 
Mohr  boilers  were  rebuilt  in  1900;  seven  were  originally  installed 
in  1893  and  six  in  1896.  The  five  B.  &  W.  boilers  were  new  in  1901. 
The  north  conveyor  installed  in  1901  and  the  south  elevator  in  1902-3. 

DETAILED  EQUIPMENT. 

10  24-in.  X  48-in.  single  cylinder  Wheelock  engines. 

10  500-k.w.  500-volt  Westinghouse  (I.e.  generators,  300  r.p.m. 

Rope  drives  between  engines  and  generators. 

Switchboard  consists  of  31  panels,  as  follows: 

10  generator  panels. 

18  2-feeder  panels. 
2  1-feeder  panels. 
13  72-in.  X  20-ft.  John  Mohr  return  tul)ular  boilers. 
5  500-hp.  Babcock  &  Wilcox  water-tube  boilers. 
Murphy  furnaces  and  stokers  on  the  return  tubular  boilers. 
B.  &  W.  chain  grates  on  water-tube  boilers. 
3  closed  feed-water  heaters. 

1  14-in.  X  8|-in.  x  10-in.  Worthington  duplex  pump. 

2  12-in.  X  7-in.  x  12-in.  Fairbanks  duplex  pumps. 

3  exhaust  steam  injectors. 
1  brick  and  1  steel  stack. 

Coal  and  ash-handling  apparatus. 


250 


EXHIBIT  V   SECTION  S-C. 


52ND  STREET  AND  WABASH  AVENUE  ELECTRIC  POWER  STATION. 


r(0 


ELECTRIC  POWER  PLANT  EQUIPMENT. 


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EXHIBIT   V,  SECTION  5-C. 


FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER  PLANT. 
CONDITION^OF  PLANT. 

Machinery  was  installed  in  1896-7.  Wheelock  engines  are  in  fair 
shape.  All  boilers  are  return  tubular  with  Murphy  furnaces  and 
appear  to  be  in  good  condition.  Power  plant  machinery  as  a  whole 
is  in  ordinary,  good  operating  condition.  Engines  No.  1-2-3  had  new 
pistons  in  1904,  and  engines  No.  4-5-6  in  1905.  Generators  all  had 
new  field  windings  in  1904  and  three  had  new  commutators  in  1905. 
All  boilers  were  rebuilt  in  1903. 

DETAILED  EQUIPMENT. 

6  36-in.  X  60-in.  single  cylinder  Wheelock  engines. 

6  880-kw.  525-volt,  220  r.  p.  m.,  Walker  d.  c.  generators. 

Rope  drives  between  engines  and  generators. 

Switchboard  consists  of  41  panels,  as  follows: 
6  generator  panels. 
1  total  load  panel. 
3  booster  panels. 
1  water  rheostat  panel. 

1  voltmeter  panel. 

2  vacant  panels. 

5  2-feeder  panels. 
14  2-feeder  panels. 
8  vacant  feeder  panels. 

24  78-in.  x  20-ft.  John  Mohr  return  tubular  boilers. 

Murphy  furnace  and  stoker  on  all  boilers. 

Brick  stack. 

Coal  and  ash-handling  apparatus. 

2  14-in,  X  8|-in.  x  10-in.  Worthington  duplex  pumps. 

1  10-in.  X  6-in.  x  lO-in.  Worthington  duplex  pump. 


ELECTRIC  POWER  PLANT  EQUIPMENT. 


253 


49TH  STREET  AND    OAKLEY    AVENUE    ELECTRIC   POWER   STATION. 


0 

_—_ 

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254 


EXHIBIT  V,  SECTION  5-C. 


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ELECTRIC  POWER  PLANT  EQUIPMENT. 


255 


TOOLS  AND   MATERIAL   IN   ELECTRIC   POWER   HOUSES. 


SUMMARY. 


Location 

21st  and  Dearborn  Streets 

52nd  Street  and  Wabash  Avenue 
49th  Street  and  Oakley  Avenue. 


Cost 
New 


$541.80 
1,142.50 
5,535.88 


Present 
Value 

$  379.26 

799.75 

3,875.12 


Total 


$7,220.18 


$5,054.13 


TWENTY-FIRST  AND  DEARBORN  STREET  POWER  HOUSE. 


.50      S  wrenches,  1,000  lb.  .steel 

100     lb.  eye  bolts 

3      pipe  die.s,  H-in.,  l|-in.,  1-in 

1      pipe  stock,  Crane  Co 

20     lb.   Peerless  pump  packing 

50     lb.  Red  Core  piston  packing 

40     lb.  Rainbow  sheet  packing 

1      1-qt.  ladle 

50     ft.  |-in.  rubber  hose 

blacksmith's  forge 

anvil,  ir^O  lb 

pipe  vise 

grindstone,  4-in.  x  24-in.  and  belt  wheel. 

drill  press,  belt  driven 

drills,  1  1/16-in.  to  9/16-in 

pipe  threading  machine,  belt  driven.  .  .  . 

set  complete  dies  for  pipe  machine 

iron  lockers,  each  12  in.  x  12  in.  x  5  ft. 

machinist's  vise 

cupboard,  5-ft.  x  4-ft.  x  12-in 

differential  chain  fall,  1  ton 

waste  press 

desk,  flat  top • .  .  . 

bbl.  engine  oil 

bbl.  dynamo  oil 


Total  Cost  Xciv 
Depreciation,  SO'/I-- 


Present  Value. 


Co.«t  New 

$  40.00 

3.00 

2.00 

3.00 

8.00 

30 .  00 

20 .  00 

1.50 

3 .  50 

29.00 

12.00 

2.00 

5.00 

30 .  00 

2.00 

195.00 

15.00 

60 .  00 

1 1 .  00 

8.00 

14.. 50 

20 .  00 

10.00 

8.30 

9.00 

$541 . 80 

162.54 

$379  26 


FIFTY-SECOND  STREET  AND  WABASH  AVENUE  POWER  HOUSE. 


30-ton  hydraulic  jack  (R.  Dudgeon).  .  .  . 
No.  100  Watson  &  Stillman  hydraulic  j:i 

8-in.  snatch  block  for  1^-in.  rope 

pair  tri])le  wooden  blocks  for  H-in.  rope 

pair  differential  chain  falls,  1  ton 

work  bench 

t)ench  vise  (machinist's) 

IS-in.  monkey  wrench 

Judson  pipe  cutter,  1-in 

Fraser  &  Chalmers  windlass 

waste  press,  home  made 

set  Green  River  screw  plate  and  taps.  . 


ck 


CoFt  New 

S  88.00 

120.00 

5 .  00 

2.50 

14.50 

6.00 

11.00 

1.10 

1.60 

35.00 

25.00 

8.00 


256  EXHIBIT  V,  SECTION  5-C. 

FIFTY-SECOND  STREET  AND  WABASH  AVENUE  POWER  HOUSE 

Continued. 

1  gasket  cutter,  5-in.  radius  lor  brace 

1  H-in.  tube  expander 

1  boilermaker's  ratchet 

1  set  of  5  pipe  taps,  1-in.  to  2-in 

800  lb.  heavy  wrenches 

100  Scotch  gauge  glasses,  f-in.  x  18-in 

1  tool  box 

1  screw  plate,  ^-in.  to  \-m.  (blacksmith's) 

5  machine-taps,  f-in.  to  ^-in 

10  lb.  files .' 

80  lb.  cold  chisels 

5  twist  drills,  1-in.  to  ^-in 

40  lb.  flat  wrenches 

1  carpenter's  saw 

1  small  breast  drill 

500  carbon  brushes,  f-in.  x  2-in.  x  4-in 

200  sheets  emery  cloth,  10-in.  x  12-in 

50  T.H.  incandescent  lamps 

200  Edison  16-cp.  lamps 

20  lb.  micanite ... 

1  hand  bellows ... 

8  1-qt.  lubricators  (engine) ... 

1  Weston  ammeter,  lOOO  amperes 

1  "  "  300 

800  lb.  special  iron  tools 

1  Stillson  wrench,  30-in 

1  "  "        24-in ' 

1  "  "        18-in 

3  Judson  pipe  cutters,  1-in 

2  monkey  wrenches,  18-in 

2  2  lb.  machinist's  hammers 

12  cold  chisels,  25  lb 

1  set  3  stocks  and  dies  with  taps  complete 

1  anvil,  150  ib 

1  bench  vise . 

1  emery  wheel,  foot  power 

1  drill  press,  hand  power 

1  grindstone,  6-in.  face,  24-in.  diameter,  hand  jjower. 

3  pair  24-in.  pipe-tongs 

1  pipe  cutter  for  5-in.  pipe 

1  pair  18-in.  ])ipe  tona;s. 

2  flat  wrenches,  100  lb. .  .  . 
1  4-in.  pipe  die  and  stock.  .  . 
1  4-in.  wheel  hand  truck.  .  . 

0  iron  wheelbarrows  .  . 

200  ft.  1-in.  rope 

100  ft.  l|-in.  new  rope 

3400  ft.  l|-in.  old  rope 

1  desk,  fiat  top 

1  .desk  chair,  rotary 

1  cupboard,  20  ft.  x  8  ft.  x  18  in 

1  cupboard,  10  ft.  x  fl  ft.  x  18  in 

2  bbl.  engine  oil 


bbl.  machine  oil. 


Cost  New 

$   1 

.00 

5 

.00 

6 

.00 

3 

.00 

25 

.00 

8 

.00 

6 

.00 

8 

.00 

3 

.00 

1 

.00 

8 

.00 

3 

.00 

2 

.00 

T 

.00 

2 

.00 

100 

.00 

1 

.25 

8 

.00 

32 

.00 

3 

.00 

.75 

80 

.00 

40 

.00 

35 

.00 

40 

.00 

2 

.75 

1 

.60 

1 

.45 

4 

.80 

•1 

.00 

1 

.00 

o 

.50 

15 

.00 

12 

.00 

11 

.00 

8 

.00 

8 

00 

3 

00 

10 

.80 

() 

.00 

2 

.40 

5 

00 

4 

,00 

13 

00 

24 

.00 

8 

.00 

5 

.50 

190, 

00 

10 

.00 

5 

00 

20 

.00 

12 

00 

14 

00 

Total  Cost  New $    1,142  .  50 

Depreciation,  30% 342  .  75 


Present  Value $        799  75 


ELECTRIC  POWER  PLAST  EQIIPMEXT.  U.J7 
FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER  HOUSE. 

Cost  New 
1  stcain-(iriv(_'n,  double-cylimler  (S-in.  x  lU-iii.)  Iioist    willi    ap- 
proximately 200  ft.  steel  rope ^j;   .')()() .  (j(j 

1      cylinder  boring  equipment,  4-in.  X  fi-in.  engine :iO().0() 

1      waste  bin,  zinc  lined,  40  ft.  x  40  in.  x  7Mt.  .  .  .  ■. 7  .00 

1      waste  press ' 3  .  00 

1      carbon  brush  grinder f) .  00 

1  power  drill  press,  belted  to  shafting;   shafting  driven  by  single 

cylinder  10  hp.  engine,  A.  J.  Kirkwood,  ('hicago 27.5.00 

:i      work  benches  with  machinist's  vise 21  .00 

1  work  bench  with  pipe  vise 7  .  00 

2  blacksmith's  forges 1.5.00 

1      anvil -1 .  00 

100     new  boiler  tubes,  4-in.  x  20-ft 400.00 

40     iron  lockers,  1.5  in.  x  15  in.  x  .5  ft 100.00 

About  50  tons  of  large  steam  pipes  and  fittings 500,00 

(■)     iron  wheelbarrow 18  .  00 

1  platform  truck , 10  .  00 

:■$      pair   blocks *• . 00 

2  "            "       6 .  00 

450     ft.  1-in.  rope  for  blocks 18.00 

1  differential  chain  fiUl,  1^,000  lb.  capacity 25.00 

.50     ft.  water  hose,  1^-in 7  .00 

35     ft.  steam  hose,  l^-in 7.00 

2  steam  indicators  (in  case) 160.00 

.33     wrenches 30  .  00 

1  pipe  cutting  and  threading  tools 30.00 

2  e.xtra  G.  E.  800  motor  armatures • 350.00 

1     -clock 3  .  00 

1  water  rheostat  testing  tank  with  2  cast-iron  plates  and  connec- 
tions to  switch  board 100.00 

1      roll-top  desk 18 .  00 

1  rotary  desk  chair 4  .  00 

2  chairs 2  .  00 

1     large  cupboard 10 .  00 

11      Miller  fire  extinguishers.  No.  8 88.00 

4  machinist's  hammers : 2  .  00 

1     21-in.  screw  drive .30 

1  14-in.  screw  drive .25 

3  14-in.  files .60 

2  6-in.  monkey  wrenches .80 

1      10-in.      "          wrench .50 

1  pair  16-in.  snips .75 

2  11-lb.  coppers 4.00 

10     chisels,  various  sizes 1 .  50 

3  S-in.  files .45 

3  drift  pins .45 

5  12-in.  open  end  wrenches 2  .00 

1      roll  flint  paper  No.  2,  30  in.  long,  8^  in.  diam 4  .00 

1      roll  Garnet  paper  No.  2,  30  in.  long,  8^V  in.  diam 6.00 

1  lantern .20 

6  squirt  oil  cans 1 .  20 

100     lb.  waste,  white 9  .  00 

8     water  barrels  (fire). . 6 .  40 

8     fire  pails  (iron) 1 .  60 

4  galv.  iron  tanks  for  waste  (1  bbl.  each) 6.00 

2  8-in.  iron  blocks 3  .  00 

1      6-in.  iron  blocks .75 

5200     ft.  l|-in.  manilla  rope,  new )  .,„_   „„ 

7.50     ft.  If-in.          "           "           "       /  '8-^00 

20     ft.  2',-in.  belting  for  power  drill  f)ress 2.50 


258  EXHIBIT   V,  SECTION  6-C. 


FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER  HOUSE— 

Continued. 

<,'ost  New 

1  6-in.  5-in.  diam.  worm  (brass) $     5 .  00 

1  shaft,  2-in.  x  40-in 1 .  00 

1  30-in.  gear  wheel,  3-in.  face 2  .  70 

1  24-in.  pulley,  5-in.  face 2.30 

1  4^-in.  metal  snatch  block 1 .  00 

1  G-in.  pulley,  5-in.  face .80 

1  10-in.  block  (iron) 2  .  00 

3  16-in.  files .60 

1  large  stone  jack 5 .  00 

1  screw  jack,  2-i^-in.  x  18-in 2.60 

1  "  "       2i-in.  X  8-in 1.60 

2  sledge  hammers 1.40 

1  pipe  cutter,  2-in 1 .50 

1  "  "    3-in ■ 2.00 

50  Morse  drills 10  .  00 

30  machine  taps 9  .  00 

1  pair  snips .75 

10  chisels 1.50 

6  oil  fillers 1 .20 

1  flue  cleaner 20.00 

67  fire  hoes,  rakes,  hooks 67.00 

1  saw .75 

1  l*-in.  bit .30 

6  20-ft.  X  l|-in.  brass  tubes 12.00 

12  copper  caskets 6.00 

25  lb.  f-in.  square  packing,  special  hydraulic 20.00 

15  lb.  f-in.       "  "  ". 13.00 

200  candles 2  .  00 

5  lb.  |-in.  packing 2  .  50 

10  lb.  globe  valve  stem  packing 6.00 

10  lb.  i-in.  globe   valve  stem  packing 6.00 

5  lb.  l-in.       "  "■  "  "       3.00 

4  lb.  i-in.       "  "  "  "       2.40 

35  lb.  li-in.     "  "  21.00 

72  |-in.  X  IG-in.  water  glasses 6  .  00 

1  new  stoker  engine 90  .  00 

1  old  "  "      40 .  00 

50  lb.  1/16-in.  Rainbow  packing 25.00 

1  box  toilet  soap  (100  11).) 10  .  00 

2  boxes  laundry  soap  (100  lb.  each)    5  .  00 

8  boxes  lye  (8  lb.) ' .80 

130  cakes  tar  soap 6 .  50 

5  shovels  (new) 4  .  50 

18  brooms,  corn  (new) 3  .  60 

1  qt.  lubricator 5  .  00 

150  glass  insulators,  2-in 9  .  00 

12  squeeges  12-in 1 .  80 

1  Crosby  6-in.  steam  gauge 3  .  00 

9  stoker  engine  rods 2  .  70 

40  pump  valve  springs 2  .00 

5  1^-in.  brass  flange  for  pump ] 

18  brass  pump  valve  bolts,  f-in.  x  2-in | 

16  brass  nuts  for  stoker  box,  flange  f-in }■  15  .00 

24  crank  pin  brasses  for  stoker,  If-in I 

24  cross  head      "  "  "         |-in J 

6  brass  l-in.  globe  valves 9 .  00 

12  brass  1^-in.  globe  valves 24.00 

12         /'     l|-in.       "  "      18.00 

1  4-in.  flue  roller  or  expander 5  .  40 

1  2i-in.  globe  valve,  iron 4.00 


ELECTRIC  POWER  PLANT  EQUIPMENT. 


259 


FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER  HOUSE— 

Continued. 


24     44-in.  rubber  pump  valves 

50     ft.  l^-in.  4-ply  water  hose 

2     G.  E.  800  field  coils 

350     generator  carbons 

120     motor  "      

24     circuit  breaker  carbons,  3-in.  x  5-in.  x  |-in 

20     lightning  arresters,  9-in.  x  2-in.  x  ^-in 

24  lamp  sockets 

50     yd.  No.  2  flint  sand  paper,  3G  in.  long 

300     16  cp.  110-volt  lamps  (new) 

2     A.  C.  ammeters,  Keystone 

7  lantern  chimneys 

.  200     li-in.  porcelain  insulators 

8  lead  gaskets,  14-in.  x  9-in 

7     exhaust  valves  (gridiron  type)  cast  iron 

2     admission  valves  "  "        "    

6     picks 

25  shovels  (used) 

12     2J-in.  pop  valve  disks 

17     2i-in.      "  "  "    _ 

4  stoker  gear  wheels,  18-in.  x  3-in.  face 

2  8-in.  globe  valves  complete  (repaired) 

1     pulley,  6-ft.  X  16-in 

1     chain  tongs,  12  ft.  long    

1  4-ft.  box  wrench 

3  4-ft.  open  end  wrenches  (5-in.  opening) , . 

1000     lb.  nuts  and  bolts 

50     lb.  3-in.  chain 

500     lb.  castings 

200     lb.  cast  wheels 

500     lb.  generator  clutch  shoes 

2  12^-ft.  x  If-in.  iron  rod,  thread  and  nut  at  each  end 

1  2*-'in.  6-ft.  shaft 

20     cast-iron  conveyor  yokes,     50  lb.  each 

3  "      "  "  "       100  lb.       "    

500     lb.  cast-iron  dump  block  castings 

17     cast-iron  ash  pit  doors,  75  lb.  each 

2  "      "      driving  sprockets  for  coal  conveyor,  400  lb.  each 

54  "      "     feed  boxes  for  furnace,  50  lb.  each 

25  "      "        "  "     "  "         90  lb  each 

12  "      "     furnace  doors  (new)  50  lb.  each 

200     lb.  cast-iron  coal  conveyor  links 

6     clinker  bar  wrenches,  3  ft.  long 

3  600-lb.  cast-iron  arch  plates 

3     600-lb.  cast-iron  coal  magazine  covers 

11      100-lb.  cast-iron  ash  pit  door  frames .     .  . 

6     600-lb.  cast  iron  for  furnace 

5  200-lb.  cast  iron  for  furnace 

14     clinker  bars  for  furnace 

5     bbl.  engine  oil 


Cost  New 
S   6.50 

10.00 

26 .  40 

10.50 
3 .  fJO 
2.40 
2.00 
.53 
4.60 

54.00 

80.00 
1.00 
1  .  20 
2.40 

21.00 
6.00 
4.00 

13.00 
3.60 
5.00 
6.80 

20.00 
2.00 
6.00 
1.00 
3.00 

15.00 
3.00 

15.00 
6.00 

15.00 
7.00 
3.40 


265.00 


4 

80 

272 

00 

192 

44 

50 
20 

Cost  New $    5,535 .88 

Depreciation,  30% 1,660 .  76 


Total  Present  Value. 


$  3,875  12 


260  EXHIBIT  V,  SECTION  5-D. 


EXHIBIT  V,  SECTION  5-D. 

ELECTRIC  POWER  HOUSE  BUILDINGS,  INCLUDING 

STACKS. 

EXCLUSIVE   OF  REAL  ESTATE. 

SUMMARY. 

Location  Cost  New  Present  Value 

21st  and  Dearborn  Streets $     61,537.00       %  43,076.00 

49th  Street  and  Oakley  Avenue 144,813.00         123,091.00 

52nd  Street  and  Wabash  Avenue.  .  .  .        86,695.00  69,789.00 


Total  Value $293,045 .  GO       $235,956 .  GO 


ELECTRIC  POWER  PLANT  liUlLDIXGS. 


TWENTY-FIRST  AND  DEARBORN  STREET  POWER  HOUSE. 
INCLUDING  BASES  FOR  TWO  STEEL  STACKS. 

Masonry : 

Building $26,144.00 

Bases  for  two  steel  stacks 938.00 

$27,082.00 

Cut  stone  and  tile  coping 1,199.00 

Steel  and  iron 5,430 .  00 

Carpentry  and  mill  work 15,117.00 

Roofing 1,463.00 

Plumbing 1,120.00 

Lighting 960.00 

Painting 1,140.00 


5,511.00 
Organization,  engineering  and  incidentals,  15% 8,026.00 


Total  Cost  New $61,537 .00 

Building  was  built  about  1881  and  was  used  for  con- 
siderable time  for  shops.  In  1902  alterations  were 
made  and  an  electric  power  station  installed. 

Average  depreciation,  30% 18,461.00 


Present  Value $43,076.00 


262  EXHIBIT  V,  SECTION  5-D. 


FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER  HOUSE. 

INCLUDING  STACK. 

Masonry : 

Building $49,446.00 

Brick  stack,  200  ft.  high 21,328.00 

$70,744.00 

Cut  stone  and  tile 1,226.00 

Fire  proofing .  48 .  00 

Steel  and  iron 40,285.00 

Carpentry 10,351 .00 

Roofing 767.00 

Plumbing  and  sewerage 660.00 

Lighting 750.00 

Painting 564 .  00 

Cinder  car  shed 500.00 


$125,925.00 
Organization,  engineering  and  incidentals,  15% 18,888.00 


Total  Cost  New $144,813 .00 

Depreciation,  based  on  building  having  been  built 

in  1896,  10  years  at  1.5%  =  15% 21,722.00 


Present  Value $123,091 .00 


ELKCTRIC  I'OWER  I'L-WT  lifU.DIXaS.  263 


FIFTY-SECOND  STREET  AND  WABASH  AVENUE  POWER  HOUSE. 

INCLUDING  ONE  BRICK  STACK  AND  BASE  FOR  ONE  STEEL  STACK. 

Masonry : 

Building $25,042.00 

Stacks 19,656.00 

$44,698 .  00 

Cut  stone  and  tile  coping 1,488.00 

Fire  proofing 3,202.00 

Steel  and  iron 17,771 .  00 

Carpentry 5,683.00 

Roofing 962.00 

Plumbing 720 .  00 

Lighting 763.00 

Painting 100.00 


$75,387.00 
Organization,  engineering  and  incidentals,  15% 11,308.00 


Total  Cost  New $86.695 .00 

Depreciation,  based  on  building  having  been  built  in 

1893,  13  years  at  1 . 5%  per  year  =  19 . 5% 16,906 .  00 


Present  Value $69,789.00 


EXHIBIT  v.  SECTIONS  5-E.  o-F .  o-G  AND  5-H. 


EXHIBIT  V,  SECTIONS  5-E,  S-F,  5-G  AND   5-H. 

MISCELLANEOUS  POWER  PLANT  EQUIPMENT. 

SUMMARY. 

Cost  New  Present  Value 

Eloctric  equipment  in  21st  and  State 

street  cable  plant $13,059.00  %  8,704.00 

Storage  battery  and  booster  set 77,000.00  77,000.00 

Booster  set,  49th    street  and  Oakley 

avenue 15,702.00  8,211 .00 

Cable  ropes  (included  in  cable  track) 

Track  and  wagon  scales 5,392.00  3,774.00 


Total $111,153.00         $97,689.00 


ELECTRIC  EQUIPMENT  IN  TWENTY-FIRST  AND   STATE  STREET 

CABLE  PLANT. 

The  following  electric  equipment  is  installed  in  the  21st  and  State 
street  cable  plant : 

1  500-kw.  550-volt,  350  r.p.m.,  d.c.  General  Electric  generator. 

1  pulley,  38-in.  diameter  and  42-in.  face. 

1  leather  belt,  39-in.  wide  by  91-ft.  long. 

1  switchboard  panel  and  wiring  to  generator. 

1  25-kw.  Edison  bipolar  generator. 

1  G.  E.  800  motor  with  controller. 

Al:)ove  machinery  is  all  in  verv  good  condition. 


MISCELLAXEOUS  POWER  PLAXT  EQUU'MENT. 


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266  EXHIBIT  V,  SECTIONS  5-E,  5-F,  o-G  AND  5-H. 

STORAGE   BATTERY  AND  BOOSTER  SET,  TWENTY-FIRST  AND  STATE 

STREET  PLANT. 

1  Electric  Storage  Battery  Go's.  1000  ampere-hour,  normal  capac- 
ity, 550-^volt  storage  battery,  consisting  of  250  cells,  43  plates 
to  the  cell. 

BATTERY  ACCESSORIES. 

1  Jewell  steam  still,  capacity  100  gal.  per  hour. 

1  recording  hydrometer. 

26  extra  cell  tanks. 

4  carboys  electrolyte. 

31  extra  positive  plates. 

7  doz.  glass  supporting  plates. 

8  boxes  separating  glass  tubes. 

1  copper  tank,  12  in.  diam.,  6  ft.  long,  supported  by  2  brackets. 
1  galvanized  iron  tank,  30  in.  diam.,  (50  in.  long  with  cover). 
1  steam  trap. 

Complete  piping  for  filter  plant. 

Signal  system  for  battery  charging. 

1  switchboard,  5   ft.  long,  9  ft.  high,  consisting  of    two  booster 

panels. 
1  Bristol  recording  voltmeter. 

BOOSTER  SET, 

1  Western  Electric  100-kw.,  d.  c,  generator  175-75  volts,  600  r. 
p.  m.  direct  connected  to  1  Western  Electric  170-hp.  650-volt 
motor,  600  r.  p.  m. 

Value  new  of  complete  battery^   accessories  and 

booster  set  as  detailed  above $70,000 .  00 

Organization,  engineering  and  incidentals,  10%  .  .  .  7,000 .  00 


TcAal  Cost  New $77,000.00 

Considering  that  the  battery  is  maintained  at  all  times  there 
would  be  no  depreciation  of  the  battery  and  the  present  value  is 
considered  the  same  as  the  cost  new.  The  installation  was  found 
in  first-class  condition  of  maintenance  at  the  time  of  checking. 

Present  Value $77.000 .00 


MISCELLANEOUS  POWER  PLANT  EQUIPMENT.  2i\7 

BOOSTER  SET,  FORTY-NINTH  STREET  AND  OAKLEY  AVENUE  POWER 

HOUSE. 

1  booster  set  consisting  of  a  General  Electric  400-kw.,  d.  c, 
generator  100-volt,  300  r.  p.  in.,  direct  connected  to  a  Wes- 
tinghouse,  500-hp.  d.  c.  motor. 

1  driving  pulley  (stored  at  52nd  and  Stat(;  St.  power  house)  5  ft.- 
1  in.  diameter  x  5  ft.  5  in.  face. 

1  extra  bearing. 

Cost  new .$14,275 .  00 

Organization,  engineering  and  incidentals,  10%.. .  .  1,427.00 


Total  Cost  New $15,702 .00 

Scrap  value 720 .  00 


Less  scrap  value $14,982 .  00 

Depreciation  50% 7,491 .00 


Less  depreciation $  7,491 .00 

Add  scrap  value 720.00 


Present  Value $  8,211.00 

SCALES. 
SUMMARY. 

Cost  Present 
New  Value 
49th  street  and  Oakley  avenue,  1  70- 
ton  Howe ©.151,018.00          $1,018.00  $    713.00 

.39th  and   Wallace  streets,    1    15-ton 

Howe @        442.00  -^42. 00  309.00 

77th  street  and  Wentworth  avenue, 

1  50-ton  Howe @       990.00  990.00  693.00 

21st  and  Dearborn  streets,  2  15-ton 

Howe @       442.00  884.00  619.00 

55th  street  and  Cottage  Grove  ave- 
nue, 1  15-ton  Howe.^ @        442.00  442.00  309.00 

52nd    and    State    streets,    2     15-ton 

Howe • @       442.00  884.00  619.00 

52nd    and    State    streets,     1     5-ton 

Howe @       242.00  242.00  169.00 

$4,902.00  $3,431.00 

Organization,  engineering  and  incidentals,  10^  .  .  490.00  343.00 

Tolal $5,392  GO  $3,774  00 


268  EXHIBIT  V 


COAL  ON  HAND  AT  VARIOUS  POWER  HOUSES. 

SUMMARY. 

Cable  plant— 21st  and  State  streets 150  Tons  $352.50 

Cable  plant — 55th  street  and  Cottage 

Grove  avenue 130      "  305 .  50 

Cable  plant— 52n(l  and  State  streets 945      "  2,220.75 

Electric  plant — 21st  and  Dearborn  streets.  .1679      "  3,941.00 

Electric    plant — 52nd    street    and    Wabash 

avenue 1376      "  3,234.00 

Electric  plant — 49th  street  and  Oakley  ave- 
nue     2640      "  6,204.00 

Total  Value  of  Coal  on  Hand 6920  Tons  $16,257 .  75 


EXHIBIT  VI 

TOOLS,  IMPLEMENTS  AND  MACHINERY 


EXHIBIT  VI. 

TOOLS,  IMPLEMENTS  AND  MACHINERY. 

Comprising  the  following  divisions  : 

6-A  PRINTING  OFFICE. 

6-B  POWER  PLANT  EQUIPMENT,  SEVENTY -EIGHTH  STREET  SHOPS. 

6-C  BLACKSMITH  SHOP. 

6-D  WAGON  SHOP. 

6-E  FROG  SHOP. 

6-F  WOODWORKING  SHOP. 

6-G  MOTOR  REPAIR  SHOP. 

6-H  TINNING  SHOP. 

6-1  PAINT  SHOP. 

6 -J  BRASS  FOUNDRY. 

6-K  MACHINE'SHOP. 

6-L  PATTERNS. 

EXHIBIT  VI. 

SHOP  TOOLS  AND  MACHINERY. 

SUMMARY. 

Present  Value 

Printing  office $12,775.00 

Power  plant  equipment,  78th  St.  shops 68,092.00 

Blacksmith  shop 18,588.80 

Wagon  shop 752 .  00 

Frog  shop 8,318.00 

Woodworking  shop 14,499.20 

Motor  repair  shop 7,926 .  00 

Tinning  shop 4,695 .  00 

Paint  shop 4,078.00 

Brass  foundry 3,554 .  00 

Machine  shop 44,455 .  00 

Patterns,  all  ahve 10,450.00 

TolaJ $198,183.00 

NOTE — Steam,  water,  air  and  heating  piping  is  not  included  in 
the  above  valuation  of  shop  tools  and  machinery,  but  is  included  in 
each  respective  building  estimate,  or  in  general  items  for  entire  shops. 


272 


EXHIBIT   VI,  SECTION  6- A 


2 
1 
1 
1 
1 
I 
1 
1 
2 

T 
1 
1 
1 

10 
140 

12 
4 
1 
6 

10 

48 

6 

300 


1 
1 
1 
5 
3 
3 

25 
175 

92 
1 
1 

50 
100 

30 


PRINTING  OFFICE. 
REAR  2020  STATE  STREET. 


Kidder  presses  with  rolls  and  appliances  @  $3,775.00. 

Babcock  press  with  rolls  and  appliances 

Gordon  press,  7  in.  x  11  in.;  H.  H.  Thoi^j  Mfg.  Co.  .  .  . 

Price  &  Chandler  press,  11-in.  x  15-in 

mitering  machine,  .sliding  gauge 

Howard  paper  cutter,  32-in 

lead  and  slug  cutter,  No.  1 

Latham  Monitor  No.  1  stitcher 

imposing  stones  and  frames  («    SI 5.00 

drying  rack 

5-hp.  motor,  Northern 

10-hp.  motor.  General  Electric 

scale,  Pelouze 

tables 

electroplates 

chases 

type  racks  and  cases,  @  $35.00 

table 


chairs 

cabinets  for  stock 

quoins 

type  sticks 

lb.  type,  pied,  (cC,  40  cts 

large  tables   @  $6.00  

roll  cupboards 

2.S-section  stock  rack 

24-section  stock  rack 

56-section  stock  rack 

galleys,  2  double,  3  single 

quoin  keys 

mallets  and  blocks 

lb.  leaders 

lb.  body  type 

cases  job  type 

case  patent  steel  furniture 

case  wood  furniture 

lb.  metal  furniture 

lb.  leads  and  slugs 

lb.  brass  rules 

Shafting,  couplings,  hangers,  pulleys  and  belting  between 
motors  and  presses 


Present 
Value 

7,550.00 

750.00 

100.00 

175.00 

11  .  50 

100.00 

7.50 

250.00 

30 .  00 

15.00 

1 50 . 00 

220 . 00 

7.00 

35.00 

5 .  OO 

70.00 

110.00 

2 .  00 
7 .  50 

150.00 

7.50 

7.80 

1 20 , 00 

30 .  00 

30 .  00 

20.00 

20.00 

40.00 

4.50 

1.50 

2.50 

10.00 

125.00 

350.00 

5.50 

3 .  00 
10.00 
1 5 .  00 

6.00 

224. 30 


Or;fnnization,  engineering  and  incidentals,  15'>{ 
Total 


$11,108.70 
1,666.30 

$12,775  CO 


.S//OP   TOOLS  AXD    M.\<  IIIXKHV. 


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74  EXHIBIT   VI,  SECTION  G-C. 

BLACKSMITH  SHOP.  P_  . 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD.  Value 
1      Nile.s -Bement    1500-lb.   steam     hammer    with    anvil    an(i 

dies,  No.  2301 .$1,500.00 

1     Niles-Bement  GOO-lb.  steam  hammer.  No.  1492 850.00 

1      Bradley  80-lb.  hammer,  No.  1742  (belt-driven) 750.00 

1      Bradley  20-lb.  hammer,  No.  541  (belt-driven) 300.00 

1      drop  hammer,  plain  unmachined  casting,  wt.  1,000  lb    ...  .  40.00 

1     Ajax  bull-dozer  (small  size) 1,300  .  00 

1      1  V-in.  Ajax  forging  machine  (bolt  machine) 1,700.00 

1      Hille.s  &' Jones  No.  3  double  punch  and  shear 2,000.00 

1      Williams  it  WhiteCompany  deep  throat  punch  antlshear,No.  17  1,500.00 

1      24-in.  post  drill  press  (double  cone  pulley) 160.00 

7     Buffalo   down-draft  furnaces 392 .00 

7     anvils  and  blocks,  150-lb.  anvils 84.00 

7     sets  tongs  (10  per  set) 35  .00 

1      48-in.  Buffalo  blower 97.00 

1      48-in.  Buffalo  suction  fan • 85.00 

1  face  plate,  4-in.  x  22-in.  x  84-in 80  .  00 

2  face  plates,  6-in.  x  36-in.  x  108-in 504  .  00 

1     G.E.35-hp.  motor  (line shaft) 700.00 

1     water  tank  (30  gal.,  set  in  sawdust-lined  wooden  box) ....  7.00 

1  Fairbanks  portable  scale,  4  tons 105.00 

2  work  benches  (3-ft.  x  10-ft.  x  2-in.  top) 20.00 

2     machinist's  combination  vises,  6-in.,  (Parker) 22.00 

2  shop  trucks 16 .  00 

1  supply  rack 35 .  00 

3  supply  racks 85 .  00 

2  work  benches  (3-ft.  x  12-ft..  3-in.  top) 22  .00 

1     bench  vise,  6-in.  (Parker) 11.00 

1     coke  bin 5  .  00 

1     coal  bin 10.00 

1     waste  can 3  .  00 

130     ft.  2  7.a6-in.  shafting 80.00 

5     2  7/16-in.  couplings 30.00 

12     2  7/16-in.  .shaft  hangers,  20-in.  drop 48.00 

1      48-in.  X  12-in.  wooden  pulley 12  .  50 

1     36-in.  X  r2-in.          "            "        7 .  80 

1  30-in.  X  10-in.          "            "      5 .  00 

2  24-in.  X  12-in.          "            "        8.50 

1     30-in.  X  20-in.          "            "        10.00 

1  30-in.  X  12-in.          "            "        \ 6 .  00 

2  24-in.  X    8-in.          "            "        6 .  00 

2  12-in.  X     6-in.          "            "        2 .  50 

LEATHER  BELTING,  DOUBLE.  Pie.sent  Value 

76     ft.  8-in.  (cv,  $1.20 $95.00 

187     ft.  6-in.    "        .95 177.70 

95     ft.  5-in.    "        .785 74.50 

50     ft.  3-in.    "        .46 23.00 

92     ft.  4-in.    "        .63 58.00 

3  Railway  Materials  Co.  oil  furnaces  and  2  with  no  name. 

oil  furnace  complete,  16-in.  x  18-in.  x  48-in 200.00 

oil  furnace  complete,  36-in.  x  48-in.  x  96-in 600.00 

oil  furnace  complete,  56-in.  x  54-in.  x  68-in 600.00 

oil  furnace  complete,  18-in.  x  20-in.  x  48-in 200.00 

oil  furnace  complete,  18-in.  x  18-in.  x  60-in 200.00 

$14,862.50 

Machinery  foundations 400.00 

P>ection  of  all  machines  and  shafting 900.00 

$16,162.50 

Organization,  engineering  and  incidentals,   159r 2,424.30 

Total  Present  Value $18,588  80 


SHOP  TOOLS  AND  MACHINERY.  275 

WAGON  SHOP. 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD. 


1  bantl-saw  (Warren  Sprin^or,  24-in.  wheels) 

1  emery  grinder  (double  spindle  =  400-lb.  C.  I.) 

1  6-in.  X  3-ft.  grindstone  and  4-in.  x  6-in.  frame 

1  tire  pench 

3  work  benches,  3-ft.  x  12-ft.,  3-in.  maple  top 

3  vises,  6-in.  combination,  (Parker) 

12  shop  horses 

33  clothes  lockers,  (33-ft.  x  5-ft.  x  12-in.  wood-wire  door)  .  . 

1  desk  and  stool 

1  supply  rack 

2  supply  racks 

3  supply  racks 

104  ft.  4-in.  leather  belting 


Present 

Val 

ue 

70 

00 

15 

00 

25 

00 

4 

50 

45 

00 

33 

00 

4 

00 

80 

00 

12 

00 

90 

00 

45 

00 

90 

00 

65 

50 

$579.00 
Labor,  erection 75 .  00 


$654.00 

Organization,  engineering  and  incidentals,   15% 98.00 

Total  Present  Value $752.00 

FROG  SHOP. 

SEVENTY -EIGHTH  STREET  AND   VINCENNES  ROAD.  Present 

Value 

1  Q.  &  C.  rail  saw $      75 .00 

1  rail  saw  grinder 75 .  00 

1  rail  curving  machine 300.00 

1  G.  E.  800  motor  for  above,  complete 500 .  00 

1  Hilles  &  Jones  No.  3  double  punch  and  shear 2,000.00 

19  Gray  36-in.  x  16-ft.  planer 1,440  .  00 

1  Hill-Clark  drill  press,  20-in 75 .  00 

1  air-compressor,  Pedrick  Avers  Company 500.00 

2  G.  E.   800  motors  for  above,  complete 1,000.00 

2  G.  E.    800  motors  for  line  shaft,  complete 1,000 .00 

24  ft.    4-in.    shafting 

3  4  in.  shaft  hangers,  20  in.  drop 

20  ft.  3  7/16-in.  shafting 

2  3  7/16-in.  shaft  hangers,  20  in.  drop. 

30     ft.  2  7/16-in.  shafting 

1     2  7/16-in.    coupling 

5  2  7/16-in.  shaft  hangers,  20  in.  drop.  . 

1     36-in.  X  10-in.  iron  pulley 

1  30-in.  X    8-in. 

2  20-in.  X    8-in. 
2  18-in.  X  10-in. 

1  18-in.  X     6-in. 

2  12-in.  X     8-in. 


LEATHER  BELTING,  DOUBLE. 


28  ft.  10-in.  @,  $1.58.  . 

58  "  8-in.  "  1.26.. 

54  "  6-in.  "  .95.. 

30  "  5-in.  "  .785. 

50  "  4-in.  "  .63.. 

114  "  3-in.  "  .46.. 

48  "  2Wn.  "  .38.  . 


40 

00 

35 

50 

25 

20 

40 

00 

19 

00 

6 

00 

20 

00 

8 

30 

5 

20 

6 

.00 

6 

00 

2 

20 

3 

60 

44 

20 

73 

20 

51 

30 

23 

50 

31. 

50 

52 

50 

15 

80 

276 


EXHIBIT  VI,  SECTIONS  6-E  AND  6-F. 


LEATHER  BELTING,  DOUBLE— Continued. 


1  portable  forge,  30-in.  x  48-in.  pan 

1  bench,  3-ft.  x  12-ft.  x  2-in.  top 

1  vise,  blacksmith's,  6-in.  jaw 

0  shop  horses 

1  supply  bin 

2  supply  cupboards 

2  shop  trucks,  2  ft.  x  4  ft.,  10-in.  wheel .  .  . 

2  ladders,    14  ft 

20  clothes  lockers 

Labor,  erecting  machinery  and  shafting 

Foundations  for  machines 

Organization,  engineering  and  incidentals,  15% 

Total  Preaent  Value. 


Present 

\alue 

$12 

00 

10 

00 

11 

00 

10 

00 

20 

00 

36 

00 

16 

00 

4 

00 

40 

00 

$6,633 

00 

300 

00 

300 

00 

$7,233 

00 

1085 

00 

$8,318 

00 

WOODWORKING  SHOP. 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD. 

Present 
Value 

24-in.  Lane  planer $    200.00 

7-in.  Houston  moulder 300  .  00 

6-in.  Smith  moulder 275.00 

emery  grinder,  double  end 25.00 

No.  4  Berlin  self-feeding  rip  saw 220  .  00 

25-in.  swing  cut-off  saw  with  iron  table  and  rolls 160.00 

36-in.  hand  saw,    (F.  Douglas) 100  .00 

' Woods,    No.  13509 100.00 

scroll  saw,  Fay  &  Egan 90  .00 

trim  saw,  double  end 31 5  .  00 

trim  saw,  single  end 135  .  00 

mortising  machines 410.00 

tenoning  machine 227  .  00 

16-in.  jointer 165  .00 

shaper  (Manning,  Maxwell  &  Moore) 200.00 

carving  machine 60.00 

wood  lathes,  22-in.  x  12-in.,  @  $320.00  each 640.00 

Fay  vertical  borer 145.00 

30-in.  automatic  knife  grinder 85.00 

Woods,  No.   182  ban  resaw 100.00 

Woods,  No.  11  shaping  machine,  drop  table 300.00 

Woods,  No.  85  endless  bed,  single  surface 580.00 

Woods,  No.  70  30-in.  cabinet  planer 600.00 

Smith  6-in.  sash  sticker 270  .  00 

grindstone  and  frame,  6-in.   x  42-in 23  .00 

Ci.  E.  35-hp.  motor,   complete 525.00 

O.  E.  2.5-hp.  motors,  complete 1,000.00 

emery   grinder 40.00 

benches,  3  ft.  x  12  ft 24  .  00 

vises  (Parker),  6-in 33.00 

carpenter's  work  benches 20.00 

lumber  jacks 16.00 

lumber  trucks 45.00 

shop  horses 38.00 

clothes  cupboards 90  .  00 

clothes  lockers 28  .  00 


SHOP  TOOLS  AND  MACHINERY. 


WOODWORKING  SHOP— Continued.  Present 

Value 

1  supply  rack  S     90.00 

1  screw  rack 1)0.00 

I  bolt  rack UO  .  ()(j 

1  drawing  cupboard 1 .) .  00 

4  water  barrels 4  .  00 

12  fire  pails .'J. 00 

4  fire  extinguisher.'^ :Ui.0O 

1  hose  cart 19.  oo 

450  ft.  2^-in.  fire  hose  and  nozzle  227.00 

0  planer  knives,  .'^0  in.  long.  .  22.00 
8           "            "          28  in.      "    27.00 

12           "            "          24  in.      "    :{5.00 

8           "            "          16  in.      "    ir).00 

1600  in.  sticker  knives KiO.OO 

5  24-in.  circular  saws.                              \y,^  (10 

2  18-in.         "            "                           7.00 

12  12-ih.         "            "                                                           25.00 

64  ft.  3  7/16-in.  shafting SO  .  00 

2  3  7/16-in.  couplings 23  .  00 

8  3  7/16-in.  shaft  hangers,  20  in.  drop 10()  00 

166  ft.  2  15/16-in.  shafting 105.00 

8  2  15/16-in.  couplings 48.00 

3  2  15/16-in.  shaft  hangers,  12  in.  drop                   15.00 

11  2  15/16-in.  bracket  hangers 27.00 

WOODEN  PULLEYS. 

1  48-in.  X  12-in $     13 .00 

1  40-in.  X  16-in 12.00 

1  40-in.  X  12-in 9.00 

1  36-in.  X  18-in 12.00 

2  36-in.  X  12-in 16.00 

1  36-in.  X    S-in 6.00 

1  32-in.  X  12-in 7.00 

5  30-in.  X  12-in 30.00 

2  30-in.  X  10-in.  10.00 

3  30-in.  X    6-in.  4.00 
2  28-in.  X  10-in.  9.00 

2  2l-in.  X  12-in 9.00 

2  24-in.  X    8-in 6.00 

2  24-in.  X  10-in 7.00 

1  20-in.  X  16-in 5.00 

1  18-in.  X    8-in 2.00 

1  16-in.  X    8-in 2.00 

3  12-in.  X  10-in 5.00 

LEATHER  BELTING,  DOUBLE. 

30  ft.    r2-in.  ((/   $1.90 S     57.00 

66  "       10-in.    "      1.58 104 .00 

180  "         8-in.    "      1.26 226 .  00 

36  "         7-in.    "      1.10 40.00 

140  "         6-in.    "        .95 133.00 

203  "         5-in.    "        .785 160 .  00 

309  "         4-in.    "        .63 ' 195.00 

30  "         3-in.    "        .46 14.00 

LEATHER  BELTING,  SINGLE. 

96  ft.    2-in.   @  $0.15 S      14.00 

90  ^'       2.V-in.  "        .19 ■  18.00 

60  "       3-in.    "        .23 14.00 

170  "       4-in.    "        .31.  .                       54.00 


278  EXHIBIT  VI.  SECTIONS  6-F  AND  6-G. 


SHAVING  EXHAUST  SYSTEM. 

Present 
Value 

Hopper,  sheet  iron,  steel  frame $  160 .  00 

Exhaust  fan,  16-in.  inlet  and  16-in.  outlet,  driven  from  main  power 

shaft 95.00 

Exhaust  piping 240 .  00 

1     sash  clamp 10 .  00 

18     large   horses 54  .  00 

CUSHION  CLEANING  SYSTEM.  ' 

1     9-in.  suction  fan $     25.00 

1     G.  E.  800  motor  complete 500 . 00 

Beater  shaft  and  20  C.  I.,  cams,  20  beater  slats  and  20-in.  x 

2-in.  coil  springs,  sheet  iron  box  15  ft.  long  x  5-ft. diameter.  300.00 

$11,608.00 

Labor,  erecting  machines  and  shafting 1,000.00 

$12,608.00 

Organization,  engineering  and  incidentals,  15% 1,891 .20 

Total  Present  Value , $14,499.20 

MOTOR  REPAIR  SHOP. 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD. 

Present 
Value 

1     lathe,  24  in.  X  10  ft.,  (H.  J.  Benjamin  Co.) $    607.00 

1  double-coil  machine 607 .  00 

4  coil-winding  and  banding  machines 800 .  00 

3  coil-taping  machines  (home-made) 45.00 

2  re-insulating  machines  (home-made) 50.00 

1      Franklin  portable  crane,  size  A 65  .00 

1     Franklin  portable  crane,  size  3  A 65.00 

1     paper-cutting  machine,  (Reliance) . 125.00 

1     field-coil  press 9 .  00 

]      small  grindstone  and  frame 5 .  00 

1     No.  3  Westinghouse  motor,  20-hp.,  driving  line  shaft 400.00 

1  press  and  frame 6 .  00 

2  G.  E.  800  motors,  for  test  apparatus 1,000  .00 

1     set  braking  shoes 18.00 

1  shaft  and  coupling,  4  ft 20  .00 

2  band-wire  tension  machines 15.00 

22     rest  stands  with  rolls 40 .  00 

76     armature  boxes 114.00 

1  drying  room  radiator,   1100  ft.   1-in.  pipe 38.00 

5  work  benches,  4  ft.  x  10  ft.x  3  in.,  maple  top,  4  C.  1.  legs.  ...  75.00 
12     vises,  (Parker),  6-in 132.00 

2  benches,  12  ft.  x  3  ft.  x  2  in.  top 16 .  00 

1  bench,  45  ft.  x  4  ft.,  2  in.  top 20 .  00 

11  tables 156.00 

12  lockers 24.00 

2  clothes  cupboards 24 .  00 

8     supply  racks 180 .00 

2     supply  tables,  20  ft.  x  4  ft 24  .  00 

1     supply  bin 18.00 

1  winding  horse 2  .  00 

4  shop  trucks 32  .  00 

2  tar  tanks,  40  gal.,  4  tar  dip  tanks,  20  gal 30.00 

1     water  tank,  in  wooden  box,  30  gal 7.00 

290     ft.  shelving  with  drawers,  18  in.  deep,  6  ft.  high 200.00 


SHOP   TOOLS  AND  MACHINERY.  279 


MOTOR  REPAIR  SHOP— Continued.  I'nsint 

,                         ,  Value 

2      pair  scales $     40 .  00 

1  desk  and  revolving  chair 'Jo .  00 

5     high  stools 5.00 

5     magnet  wire  tension  machines 100.00 

All  small  tools 400  (jq 

105     ft.  2  7/lG-in.  shafting ' .  04  .00 

5     2  7/16-in.  couplings 30.00 

11      2  7/16-in.  hangers,  24  in.  drop 60.00 

WOODEN  PULLEYS. 

20-in.  X.  8-in $       2  .50 

18-in.  X    8-in 2  .  20 

12-in.  X  12-in .  2  .00 

12-in.  X     8-in 4  .50 

10-in.  X  10-in 1 .50 

6-in.  X  10-in 4  .  80 

LEATHER  BELTING,  DOUBLE. 

89     ft.  8-in.  @  $1.26 %  112.00 

202       "   4-in.    "        .63 127  00 

185       "  3-in.    "        .46 S5.00 

88       "  2\-\n. "        .38  33  50 

66       "   2-in.    "        .30 20.00 

2  water  barrels  and  6  fire  pails 4  .  00 

$6,092.00 

Labor,  erecting  machines  and  shafting 800  .00 

§6,892.00 

Organization,  engineering  and  incidentals,  15% 1,034.00 

Total  Present  Value $7,926  .00 

TINNING  SHOP. 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD.  Present 

Value 

1      P.  S.  &  W.  beading  jnacliine i?       IS. 00 

1     P.  S.  &  W.  setting  down  machine 8  .  20 

1      P.  S.  &  W.  small  wiring  machine 10  .  80 

1      P.  S.  &  W.  small  burring  machine 9  .00 

1      P.  S.  &  W.  small  turning  machine 10.00 

1      P.  S.  &  W.  large  wiring  machine 12.00 

1      Carver  leather  splitter 15.00 

1      No.  3  Westinghouse  motor  (driving  line  shaft) 400.00 

150     ft.  work  bench  and  drawers 200  .  00 

3  work  tables  and  horses 25 .  00 

1     wood  and  glass  partition  56  ft.  long 50  .  00 

1     8-section  steam  drying  room,  14  ft.  x  15  ft.  x  7  ft 150 .  00 

1000     ft.  1-in.  pipe  for  drying  room : 95.00 

7     work  benches 63  .  00 

1      work  bench,  30  ft.  x  5  ft 16.00 

3  work  benches,  3  ft.  x  12  ft.,  2  in.  top 24.00 

4  vises,   (Parker),  6-in.  jaws 44.00 

1      workbench,  30  ft. long,  4  ft.  wide 15.00 

5  work  tables,  5  ft.  x  12  ft 45  .  00 

7     supply  racks  ] 

6  supply  racks  !■ 330 .  00 

10     supply  racks  J 


280  EXHIBIT   VI,  SECTIOX  6-H. 


TINNING  SHOP— Continued. 


Present 
Value 

supply  cupboanU $81 .00 

supply  bin IS. 00 

scrap  bin 22.00 

work  tablos,  4  ft.  x  8  ft 16 . 00 

bins  on  wheds 90  .  00 

leather  clarnp 2  .  00 

No.  7  Niagara  hand  po\v(>r  punc-li 25.00 

No.  4  slitting  .shear 18.00 

P.  S.  &  W.  30-in.  square  shears .05.00 

P.  S.  &  W.  30-in.  pipe  forming  machine              ; 14.40 

P.  S.  &  W.  20-in.  folder ' 25  .  GO 

P.  S.  W.  20-in.  grooving  machine 12.00 

Wright's  80-in.  stove  pijje  folder 10.80 

Robinson  48-in.  brake 99 .00 

96-in.  double  truss  cornice  brake 225.00 

W.  &  W.  No.  12  sewing  machines 80.00 

table,  10  ft.  X  10  ft.,  1  in.  top  for  abo\c 8.00 

counter  shaft  for  sewing  machines 10.00 

cane  splitter '" 10  .  00 

mangle 10  00 

washing  machine,  43-in.  x  48-in.  (Troy  Laundry  Co.) 115.00 

washing  machine,  36-in.  x  SO-in.,    (Troy  Laundry  Co.) 80.00 

centrifugal  dryer,  12-in.  x  18-in 125.00 

buffing  stands 36 .  00 

Hansen  &  Van  Winkle  nickel  plater  dynamo 50.00 

hot  water  tank,  2  ft.  x  4  ft.  x  G  ft  .  .  .  .  "^ 12 .  00 

potash  tank,  2  ft.  x  4  ft.  x  4  ft 15.00 

hot  water  rinsing  tank,  3  ft.  x  4  ft.  x  5  ft 8 ,  00 

cold  water  rinsing  tank,  3  ft.  x  4  ft.  x  5  ft 10 .  00 

oxidizing  tank,  G  ft.  x  4  ft.  x  2  ft 20.00 

drying  tank,  6  ft.  x  5  ft.  x  4  ft.  (sawdust) 10.00 

blue  print  machine  for  developing 35.00 

sweeper  furnaces,  stacks  and  tables 40.00 

tar  tank  and  pan,  40-gal 4  .  00 

cane  knife  and  table,  5  ft.  x  8  ft.,  1  in.  top 13  .00 

cane  rack G  .00 

ft.  2  7''16-in.  shafting 50.50 

2  7/16-in.  couplings 36.00 

2  7/lG-in.  hangers,  IG-in:  drop                 48.00 

counter  shaft. 10.00 

Snail  hand  tools,  hammers,  mallets,  chisels,  soldering  inuis, 

beat"rs,  plyers,  snips,  etc 150.00 

desk,  chair  and  cases 25.00 

lockers 46.00 


WOODEN  PULLEYS. 


1 

10-in. 

\ 

12-in 

1 

36-in. 

x 

14-in 

1 

30-in. 

X 

18-in 

1 

30-in. 

X 

10-in 

1 

24-in. 

X 

(-m 

2 

12-in. 

X 

8-in 

'2 

12-in. 

X 

(•)-in 

1 

S-in. 

X 

G-in 

1 

6-in. 

X 

G-in 

1 

24-in. 

X 

10-in 

1 

8-in. 

X 

8-in 

9.10 
9.10 
9.20 
5 .  00 
2.80 
3.00 
2.50 
1.00 
.90 
4 .  50 
1.10 


SHOP   TOOLS  AXD  MACIIIXERY 


281 


LEATHER  BELTING. 


58  ft.  S-in.  (louhlo  (p   $l.'i() 

82  ft.  (5-in.         "        "        .9o 

120  ft.  -l-iii.         ••         "        .m 

65  ft.  4-iti.  sinjrlc      "        ..SI 

60  ft.  2A-in.     "  "        .19 

60  ft.  2-in.       "  "        .1.') 

2-1  ft.  4-in.  riil)hcr,  l-ply 

1  Fairbaiik.s  .scale 

4  heavy  shop  horses.  .  . 

2  water  ])arrels  and  (i  fiic  p:ul> 


Lal)or,  erecting-  machines  and  shafting. 


Organization,  engineering  and  incidentals,  15% 
Tiitdl  Prefient  Value 


Present 

Value 

72 .  50 

78.00 

75 .  60 

20.00 

11  .40 

9.00 

4.60 

25.00 

8.00 

4  .  00 


.^3 


,682.60 
400.00 


§4, 


082 . 60 
612.40 


$4,695.00 


PAINT  SHOP. 
SEVENTY -EIGHTH  STREET  AND   VINCENNES  ROAD. 

I      paint  grimier  and  base $ 

1      G.  E.  5-hp.  motor  for  above 

1      5000-lb.  spur  gear  elevator 1 

1      G.  E.  800  motor  for  elevator 

11      zinc  paint  tanks,    60-eal 

3  "  "  "        250-gal 

6  "  "  "  20-gal 

1  mixing  bench,  36  ft.  x  3  ft.,  drawers, zinc-covered  . 

4  mixing  benches,  18  ft.  x  3  ft.,  zinc  cover 

Brushes,  about  1,000,  various  sizes 

I      supply  rack 

3      supply  cupboards,  5  ft.  x  IS  in.  x  8  ft 

1  supply  bin 

2  waste  tanks,   30-gal 

1  scale  240-lb.  (counter  type) 

10     horses  (large) 

2  water  barrels  and  S  fire  pails 

()     drying  racks 

1      wash  tank,  zinc  lined,  10  ft.  x  3  fl 

3  extension  ladders 

14     common  ladders .■ 

82     lockers 

200     sash  storing  cases,  2  ft.  x  3  ft.  x  3  ft 

1      moulding  rack 

1  work  bench,  4  ft.  x  20  ft.,  2  in.  top 

2  supply  racks  and  1  truck 

2  clothes  cupboards,  5  ft.  x  7  ft.x  ISXt.  . 

1      hand  shear  and  frame.  .  .  .  r.:. 

1  bench  vise 

4  work  benches 

24      step  ladders 

2  supply  cupboards 

7  fire  extinguishers 


P  resen  t 
Value 
40 .  00 

100.00 
,000.00 

500.00 
47.00 
44.00 
18.00 
40.00 
60 .  00 

300.00 

90.00 

40.00 

14.00 

7.00 

9.00 

30 .  00 

4.00 

100.00 
15.00 
15.00 
28.00 

164.00 

300.00 
10.00 
12.00 
24.00 
25 .  00 
12.00 
19.00 
18.00 
24.00 
24.00 
63 .  00 


Labor  of  erection  and  installation 


$3,196.00 
350.00 

$3,546.00 
532 . 00 


Grganization,  engineering  and  incidentals,  \f>' , 

Total  Present  Value $4,078.00 


282  EXHIBIT  VI,  SECTIONS  6-J  AND  6-K. 


BRASS  FOUNDRY. 

SEVENTY-EIGHTH  STREET  AND   VINCENNES  BOAO.  Present 

Value 

1  42-in.  Swartz  metal    furnacC;   (Hawley  Down  Draft  Furnace 

Co.) $    400.00 

2  babbitting  furnaces  as  described  below: 

One  furnace  3  ft.  x  3  ft.   x  3  ft.  of   \-\n.   sheet   iron,  brick 

lined  and  C.  I.  bowl 40 .  00 

One  furnace  C.  I.  bowl 50 .  00 

9     air-blast  metal  furnaces,  set  in 360  .  00 

1     No.  42  Root  pressure  blower 125.00 

1      No.  3  Sturtevant  blower 32  .  00 

1     No.  47  Doty  punch  and  shear 800  .  00 

1      core  drying  oven,  4  ft.  x  4  ft.  x  2  ft.  of  ^-ip.  sheet  iron 20.00 

1     No.  3  motor  for  driving  line  shaft 400  .  00 

20     ft.  2  7/16-in.  shafting 13.00 

3  2  7/16-in.  bracket     hangers 12.00 

1     pulley,  30-in.  x  8-in 4  .  00 

1     pulley,  24-in.  x  6-in 2  .  50 

1  pulley,  18-in.  x  10-in 2  .  50 

40     ft.  8-in.  leather  belting,   double  @  $1 .26 50.40 

36     ft.  4-in.        "               "               "          "         .63 22 .  60 

48     ft.  3-in.        "              "          single     "         .23 11.00 

2  moulding  machines 40.00 

1     vise  and  bench 20.00 

1     work  bench 12  .  00 

8     clothes  lockers 16.00 

20     crucibles,  No.  70  and  No.  35;  10  in.  high  and  10  in.  high 80.00 

5     moulding  benches 3  .00 

3  ladles 12  .  00 

1     Fairbanks  1,000-lb.  portable  scale 25.00 

40     iron  flasks 40  .  00 

70     wooden  flasks 60 .  00 

8     riddles,  24  in.  diameter 4  .  00 

10     shovels 10.00 

8     rammers 4  .  00 

1     wash  tank S  .  00 

1     desk  and  stool 4  .  00 

1      water  tank , S  .  00 

$2,691.00 

Labor  of  erection  and  installation 400.00 

$3,091.00 

Organization,  engineering  and  incidentals,  15*^^ 463.00 

Total  Present  Value $3,554  .00 

MACHINE  SHOP. 

SEVENTY-EIGHTH  STREET  AND  VINCENNES  ROAD. 

Counter  shafts  included  in  cost  of  each  machine,  also  chucks,  dogs,  and  tods   for 

each  machine.  Present 

Value 

17-in.  X  7-ft.  Blaisdell  lathe $        452.00 

18-in.  Fox  turret    lathe 525.00 

20-in.  x  10-ft.  Blaisdell  lathe 637.00 

17-in.  X     5-ft.  Blaisdell  lathe 380 .  00 

26-in.  X  12-ft.  Blaisdell  lathes 900.00 

1 4-in.  X    4-ft.  Pitching  lathe 300  .  00 

34-in.  X    7-ft.  New  Haven  lathe 900.00 

Pond  single  head  axle  lathe 1.280.00 

26-in.  X  48-in.  x  12-ft.  McCabe  double  spindle  lathe 1.100.00 


SHOP  TOOLS  AND  MACHINERY.  283 


MACHINE  SHOP— Continued. 

Prsent 
Value 

14-in.  X  -1-ft.  Flathers  lathe $     375.00 

24-in.  X  6-ft.  Flathers  lathe 7.35  .  00 

Univer.sal  grinder 300  .  00 

Quint  G-spindle  turret  drill  press lOS  .  00 

Quint  6-spindle  turret  drill  pre.ss 108  .  00 

4S-in.  radial  gang  drill 450  .  00 

Gould  &  Eberhart  34-in.  drill  press 450.00 

American  twist  drill  grinder 75  .00 

Snyder  24-in.  drill  press 230  .  00 

Snyder  18-in.  drill  press 75  .  00 

Dawson  &  Goodman  IS-in.  drill  press 75.00 

axle  straightening  machine 250  .  00 

Lodge  &  Davis  20-in.  shaper 425  .  00 

Wheeler  20-in.  x  6-ft.  planer 400 .  00 

bench  drill  press,  lO-in 15  .  00 

Rockford  drill  press,  20-in 75  .00 

Gray  planer,  44  in.  x  10  ft 1,914.00 

Flathers  24-in.  shaper 450.00 

Pond  48-in.  car  wheel  borer 1,950.00 

Harrington  32-in.  car  wheel  borer 1,300.00 

Niles  42-in.  car  wheel  borer 1,750.00 

Merriman  bolt  cutter,  l^J-in.,  single  head 275.00 

Acme  bolt  cutter,  1^-in.,  double  head 500  .  00 

Acme  8-spindle  nut  tapper 500  .  00 

No.  46  Crosley  punch 300.00 

Universal  milling  machine 700.  00 

hydraulic  wheel  press .  .  .S75 .  00 

hydraulic  lift  system .  .  100.00 

18-in.  double  emery  grinders 186.00 

14-in.  surface  erinder 250  .  00 

car  wheel  grinding  machine 1,100.00 

power  hack  saw 20  .  00 

Whiting  5-ton  traveling  crane,  electric 2,088.00 

G.  E.  25  hp.  motors,  driving  line  shaft 1,000.00 

G.  E.  35  hp.  motor,           "    "      "          " 700.00 

G.  E.  15  hp.  motor,           "          "          "      300.00 

2-in.  pipe-threading  machine 237.00 

portable  hydraulic  pit  jack,  2-ton 25.00 

5-ton  worm-gear  elevators 2,400  .  00 

large  grindstone  and  frame,  G  in.  x  3  ft 18.00 

large  grindstones  and  frames 36  .  00 

work  benches  and  vises  .  • ' 144  .  00 

work  bench  and  vise 16.00 

32     portable  tool  racks  (iron)   192.00 

large  surface  plate  and  frame,  48  in.  x  60  in.  x  2^  in 300.00 

2  small  surface  plates  and  frames,  18  in.  x  24  in.  x  2  in 50.00 

28     clothes  lockers 56  .  00 

12     screw  jacks,  4  18-in.,   4  12-in.  and  4  10-in 20.00 

80     mandrels 224  .  00 

3  large  trucks 45  .  00 

2  hand  trucks 1 0  .  00 

5     iron  wheelbarrows 33  .  00 

1     bench  scale 9  .  00 

3  rest  stands 9  .  00 

1     bolt  cutter,  double  head 500.00 

3  air  hoists  and  hose 135.00 

4  jib  cranes.  1-ton,  @  $50.00 200.00 

1  3-ton  chain  hoist 30 .  00 

2  1-ton  hoists 25.00 


284 


EXHIBIT  VI,  SECTION  6-K. 


IHACHINE  SHOP— Continued, 


2 
1 
1 
1 
1 
10 

9 


4 

12 

4 

96 

516 

1185 

23 

1 

2 

4 

200 

110 

4 

4 

3 
1 
1 
1 
1 
3 
1 
2 
3 

130 

19 

6 

276 
14 
39 


A— ton  chain  hoists 

supply  rack,  80  ft.  long 

.supply  rack,  140  ft.  long 

supply  rack,  60  ft.  long,  double, 
supply  rack,  45  tt.  long,  double. 

supply  racks 

supply  racks 

supply  racks 

supply  rack 

supply  racks 

supply  racks 

supply  rack  shafting 

supply  rack  axles 

shop  hoses 

ladders 


high  stepladders 

water  barrels 

fire  pails 

hose  reels,  50  ft.  1-in.  hose  and  nozzle,  each 

ft.  wood  and  wire  partition,  tool  room 

taps,  3/16-in.  to  1  3-in.,  in  duplicate  sets 

twist  drills,  1/16-in.  to  2^-in.,  in  duplicate  sets 

reamers,  \-in.  to  1  5/16-in 

check  index  and  case  (150  checks) 

Little  Giant  air  drills  @,  $90 .  00 

pneumatic  shipping  hammers  @  $60.00 

punches  and  dies,  assorted  sizes 

milling  cutters,  assorted  sizes 

ratchet  drills 

breast  drills 

sets  hand  dies  and  stocks !  ,  .  . 

Q.  &  C.  air  drill 

tool  rack,  64  ft.  long 

tool  cupboard 

supply  rack  (overhead) 

waste  boxes,  31  in.  x  28  in.  x  30  in.  (zinc  lined) 

clothes  locker 

desks  and  stools 

waste  cans 

ft.  2  15/16-in.  shafting,  main  line 

2  15/16-in.  hangers,  24  in.  drop 

2  15/16-in.  couplings 

ft.  2  7/16-in.  shafting,  main  line • 

2  7/16-in.  couplings 

2  7/16-in.  hangers,  24  in.  drop 

intennediate  shafts   (complete,    pulley    shaft    2  15/16-in.,  30 

pulleys,  2  bearings) 

Small  tools  and  hand  tools  for  the  entire  machine  shop 


Present 
Value 

21.00 
30.00 
45.00 
45.00 
40.00 


22.00 


25.00 
50.00 
24.00 
15.00 
10.00 
4.00 
4.00 
52.00 

100.00 

115.00 

592 . 00 

64.00 

5.00 

180.00 

240.00 
80.00 

220.00 

15.00 

9.00 

22 .  00 

65.00 

200.00 
25.00 
50 .  00 
30 .  00 
10.00 
45 .  00 
10.00 
97 .  00 

106.00 
39 .  00 

121.00 
63 .  00 

1 56 . 00 

117.00 
500 . 00 


WOODEN  PULLEYS. 


1 

40-in. 

X  12-in 

1 

36-in. 

X  12-in 

1 

36-in. 

X  10-in 

2 

30-in. 

X  r2-in 

2 

30-in. 

X  10-in 

1 

28-in. 

X  10-in 

2 

24-in. 

X  12-in 

2 

24-in. 

X  lO-'n 

5 

25-:n. 

X     9-in 

Present 
Value 

$   9.00 

7.70 

6 .  75 

11.80 

]  0 .  00 

4  .  50 

8 .  30 

7.20 

17.00 


SHOP   TOOLS  AND  M AC II I S EliY . 


285 


102 
17') 
275 
34o 
334 
422 
502 
356 
268 
132 
1 
1 


MACHINE  SHOP— Continued. 

I'rescnt 
Value 

24-in.  X     S-in «  !) .  00 

24-in.  X     6-in 5  .  00 

20-in.  X  14-in 7 .  70 

20-in.  X  12-in 3  .  30 

20-in.  X  10-in .5 .  70 

20-in.  X    9-in 7.95 

20-in.  X     6-in (j ,  00 

18-in.  X  10-in .5.00 

16-in.  X     8-in 3  .  80 

14-in.  X  12-in 4  .  40 

14-in.  X     8-in ;i .  20 

]  4-in.  X     6-in. 2  .  SO 

r2-in.  X  12-in 3.90 

12-in.  X  10-in 1 .  70 

12-in.  X     8-in 1.45 

12-in.  X     6-in 11.25 

16-in.  X     6-in 1  .  00 

lO-in.  X  12-in 1  .  75 

10-in.  X     8-in 2  .  60 

]  0-in.  X  10-in :^  65 

10-in.  X    4-in 1  .  00 

8-in.  X     6-in 2  .  00 

6-in.  X    0-in 2  .  00 

48-in.  X  10-in.  iron  pulleys 87.00 

3n-in.  X  10-in.      "           "       21  .  00 

LEATHER  BELTING.  DOUBLE. 

ft.  10  -in.  @   $1.32 S135.00 

"       8-   in.     "       1.05 185.00 

"      6  -in.      "          .79 217.00 

"      5  -in.     "          .65 223.00 

"       4-in.     "          .02 207.00 

"       3i-in.     "          .45 190.00 

"       3  -in.     "          .38....... 191.00 

"      21-in.     "          .32 : 114.00 

''      2  -in.     "          .25 67.00 

"       U-in.     "          .17 22.00 

watchman  clock  (Newman) 55  .  00 

dust-removina;  system 180.00 

S37,457.00 

Labor  of  erection  and  installation 1,200.00 

.S3S,657.00 

Organization,  engineering  and  incidentals,  15'  ,' 5,798.00 

Total  Present  Vnlne $44,455  .00 


PATTERN  HOUSE. 

SEVENTY -EIGHTH  STREET  AND  VINCENNES  ROAD. 

Pattern.s  a.s  listed  represent  a  reasonable  amount  and  are  un- 
doubtedly almost  all  live  patterns,  those  which  would  be  required 
for  the  operation  of  an  extensive  railway  system. 

The  Cost  New  would  be  considered  the  same  as  the  Present  ^^alue 
providing  all  or  mostly  all  patterns  are  alive. 

Present  Value $10,450 .  00 


EXHIBIT  VII 

OFFICE  FURNITURE  AND  FIXTURES 


EXHIBIT  VII. 

OFFICE  FURNITURE  AND  FIXTURES. 

A  detailed  inventory  was  made  of  the  Office  Furniture  and 
Fixtures  of  the  Chicago  City  Railway  company  and  we  find  the 
schedule  submitted  by  the  company  to  be  correct  and  their  valua- 
tion fair. 

SUMMARY. 

Present 
Value 

First  National  Bank  Building $  1,588.94 

1016  Ashland  Block  (Claim  Department) 2,455.00 

913  Ashland  Block  (Law  Department) 834.00 

2020  State  Street 18,857.35 

38th  Street  and  Cottage  Grove  Avenue  Car  Barn 2,333.00 

61st  and  State  Street  Car  Barn 3,550. 50 

39th  Street  and  Wabash  Avenue  Car  Barn 3,045 .  00 

31st  Street  and  Archer  Avenue  Car  Barn 2,674.30 

39th  and  Wallace  Street  Store  House 4,230.95 

77th  Street  and  Wentworth  Avenue 3,753 .  60 

69th  Street  and  Emerald  Avenue 2,857 .  50 

Total  Present  Value $46,180  14 


290  EX  HI  BIT   VI  f. 


9 


FIRST  NATIONAL  BANK  BUILDING. 


Present 
Value 


mahogany  bookcases §104.00 

1  mahogany  flat-top  desk 78 .  40 

1  mahogany  6-ft.  table 58  .  80 

1  mahogany  6-ft.  table 50.00 

1  sofa 133.28 

1  mahogany  rotary  arm  chair 23  .52 

4  maViogany  arm  chairs 79  .  04 

1  mahogany  stool 1 .  60 

3  birch  roll-top  desks 125.40 

3  birch  rotary  arm  chair 23  .  52 

6  birch  chairs 28.20 

2  birch  4-ft.  tables 30 .  00 

1  birch  rotary  chair 5.  19 

2  birch  rotary  chairs 14. 12 

1  birch  flat-top  desk 15.68 

2  birch  flat-top  typewriter  desks 65.86 

1  birch  6-ft.  settee 21 .  95 

1  birch  4-ft.  settee 19 .  60 

1  birch  6-drawer  index  cabinet 12.25 

1  birch  3-section  filing  cabinets 80.00 

1  birch  index  drawer 3  .  75 

1  oak  2-section  filing  cabinet,  with  stand 20.00 

4  wooden  desk  trays 2  .  00 

1  railing 3.50 

2  No.  6  Remington  typewriters ' 175.50 

1  oil  painting  picture,  car  5001 75.00 

16  volumes  of  American  miscellaneous  law  books,  etc 100.00 

1  incandescent  extension  lamp 8.25 

1  minute  clock 7.00 

1  double  ink-stand 20.00 

6  window  ventilators 33  .  15 

1  door  mat,  rubber 3  .09 

1  city  directory 7. 50 

12  inkwells  ..." 4  .  20 

4  cuspidors  with  rubber  mats 2.00 

7  waste  paper  baskets 3 .  29 

Bells,  buzzers  and  wiring 50 .  00 

Miscellaneous  printed  matter  and  stationery 100.00 

Total $1,588.94 


OFFICE  FURNITURE  AND  FIXTURES. 


291 


ASHLAND  BLOCK. 


CLAIM  DEPARTMENT. 


30 

15 

1 


Law  library 

cylinder  desk 

cylinder  desk 

cylinder  desks,  @  $20  .00 

cylinder  desk 

cylinder  desk 

stenographer's  cylinder  desk.  .  .  . 

library  table 

ftat-top  desks  @.  .|10 .  00   

table.-,  "    $10.00 

office  chairs       "    $10.00   

office  chairs,  common,  @  -52.00. 

small  file  cabinet 

letter  press 

filing  cabinets  @  S30 .  00 

settee 

office  stool 

stenographer's  table 

chair.s'@,  SIS.OO 

leather  couch 

filing  cabinet 

ft.  railing 

ft.  partition  and  door 

filing  cabinet 

Vault  fixtures 


Present 
Value 

?  1,500.  00 

1 00 . 00 

100.00 

GO .  00 

;u) .  00 

lOOO 
20.00 
20.00 
50 .  00 

ao .  00 

140.00 

42.00 

10.00 

5.00 

60.00 

5.00 

1.00 

3.00 

72.00 

20 .  00 

30 .  00 

10.00 

30 .  00 

2.00 

75 .  00 


Total . 


$2,455.00 


LAW  DEPARTMENT. 

Present 
Value 

1      cylinder  desk $   100.00 

1      flat-top  desk 90 .  00 

1     cylinder  desk ]  00 .  00 

1  cylinder  desk 30.00 

3     cylinder  desks  @  $20  .  00 60  .  00 

2  stenographer's  desks  @  $36 .00 - 72  .  00 

1  stenographer's  desk  @.  $20.00 20.00 

2  library  tables  @  $10.00 20.00 

1      settee 6 .  00 

1     small  desk 1 5  .  00 

14     chairs  @  $1000 140.00 

1     letter  press 8  .  00 

20     common  chairs  @  $2  .  00 40 .  00 

6     desks  and  seats  @,  $5  .  00 30 .  00 

1     small  filing  cabinet 1 0  .  00 

1     small  filing  cabinet 7.00 

1     seven-section  bookca-^e 15.00 

1     library  table 30.00 

1     filing  cabinet 25 .  00 

1     filing  cabinet 2.00 

13      chairs,  common  (??,  $1  .  00 •     13  .  00 

1      table 1.00 

Total $834.00 


292 


EXHIBIT  VII. 


2020  STATE  STREET. 

SUMMARY. 


Present 
Value 


1  Track  department $    725.90 

2  Drafting  room 6,612 .  05 

3  Blue-print  room 1,683 .  75 

4  Chief  engineer  (Mr.  Fleming) 306 .  25 

5  Stenographers 562.45 

6  Superintendent  power  plants  (Mr.  Leland) 389 .  00 

7  Ladies'  toilet  room 3 .  85 

8  Mailing  room 52 .  00 

9  Printing  and  stationery  department  (Mr.  Furlong)  128 .  85 

10  Printing  and  stationery  department  (former  ofhce)  12 .  00 

11  Supt.  time  tables  (former  office) 98.00 

12  Supt.  of  employment  (Mr.  Grinnell) 147.75 

13  Supt.  of  employment  annex  (Mr.  Grinnell) 35 .  25 

14  Supt.  of  employment  (Mr.  Grinnell) 455.75 

15  Supt.  time  tables  (Mr.  Jewell) 307 .  25 

16  Supt.  of  transportation  (Mr.  Blakely) 682.90 

17  Supt.  of  transportation  (Clarence) 460. 35 

18  Track  department  (former  office) 79 .  00 

19  Toilet  room,  second  floor 3.25 

20  Auditing  department 2,349 .  35 

21  Auditing  department  (Mr.  Hogarth)  227 .  85 

22  Treasurer,  rear  room  (Mr.  Burke) 1,722 .  65 

23  Treasurer,  front  room  (Mr.  Burke) 297.50 

24  Telephone  room 141.20 

25  Front  hall,  first  floor 10.00 

26  Elevator 2 .  50 

27  Toilet  room,  first  floor 3 .  00 

28  Basement,  in  storage 644 .  00 

29  Basement,  porter's  room 41 .  70 

$18,185.35 

All  office  stationery 300 .  00 

Ink  wells,  letter  scales,   stamps  and  holders, 

pencils,  pens,  etc 150.00 

Awnings,  blinds  and  fixtures 182 .  00 

5     Miller  No.  2  fire  extinguishers 40. 00 

Total $18,857.35 


OFFICE  FURNITURE  AND  FIXTURES.  293 


TRACK  DEPARTMENT. 

Present 
Value 

2     roll-iop  (leakh S     75.00 

1     leather-covered  flat-top  desk •.  .  .  1 5 .  00 

1  hiirh  flat-top  desk 25.00 

4     rotnry  desk  chairs lid. 00 

2  large  chairs 10  .  00 

4     chairs 8  .  Oq 

2     benches,  pine G.OO 

high  rotary  stool 4  .  00 

closet,  oak 15  .00 

bookcase 30  .00 

large  cabinet,  3  parts,  oak 55  .00 

small  cabinet,  oak 5  .  00 

inde.v  card-filing  cabinet,  oak 7  .00 

cabinet  with  rail  sections 15.00 

small  cabinets,  oak 2  .00 

small  rack  for  maps,  oak 1 .00. 

holder  for  letters .50 

12     picture  frames  with  glasses 15.00 

2     wire  tiays  for  letters .50 

2  wire  baskets ' .70 

wicker  waste  basket .25 

cuspidors 3  .  00 

feather  duster .45 

large  glass  tube,  mounted  on  woodwork,  cnntainirig    earth 

samples 3  .  00 

holder  for  weather  maps 1  .  00 

engineer's  level 108 .  00 

engineer's  level 50  .  00 

engineer's  transit 75.00 

level  rod 8.00 

level  rod 0.00 

engineer's  chain 10.00 

flag  pole 2.00 

tripod 5.00 

tape  lines,  steel,  each  §8.00 128t00 

window  pole -50 

Total $725.90 

DRAPTING  ROOM.  Present 

Value 

1     large  filing  cabinet,  pine,  3  parts $     GO. 00 

1      filing  cabinet,  oak,  2  parts 35.00 

1     filing  case,  pine 10  .  00 

1      drawing  paper  case,  pine 5.00 

1      small  filing  case,  pine 5.00 

1      atlas  cabinet,  oak 25 .  00 

1      flat-top  desk  with  file,  oak 20.00 

1      desk  rotary  chair 5 .  00 

1     small  cabinet  for  drawing  material 4  .00 

1      chair 100 

4  large  drawing  tables  with  horses,  (^  $12 48.00 

3  small  drawing  tables,  adjustable,  @  $10 30.00 

1      small  drawing  table 8  .00 

5  rotarv  drawing  stools,  @,  $4 20  .  00 

4  drawing  stools,  @  $1 .  50 0  ■  00 

4     foot  boards,  @  50c 2  .  00 

1     pair  horses,  pine,  @)  $2  .  00 2  .  00 

1     drawing  shelf,  pine 1   50 

1      small  wall  cupboard,  pine 3  .  00 


294  EXHIBIT  VII. 


DRAFTING  ROOM— Continued. 

Present 
Value 

picture  frames  with  glasses $       8.00 

filing  case,  pine 2  .  50 

water  cooler  and  stand 8 .  00 

step  ladder,  pine 2  .  00 

mirror  and  frame 2  .  50 

wicker  waste  baskets,  @  25c 1.25 

wire  waste  basket .35 

cuspidors,  @  $1 .  00 7 .  00 

duster .25 

whisk  brooms,  @  30c .60 

enameled  iron  soap  dish .25 

drinking  cups,  @  5c  , .10 

Linoleum  drawing  board  covers,  15  sq.  yd.  @  25c 3.75 

Drawing  material,  paper,  T  squares,  ink,  pencils,  etc 80.00 

1     large  city  map  drawn  by  C.  C.  tly.  Co 200.00 

16     portfolio  maps,  @  $1 .  00 16 .  00 

Index  books 4  .00 

Various  city  maps,  printed 30  .  00 

Various  atlases ' 350 .  00 

953     original  tracings  of  record 2,800.00 

320     foreign  blue  prints  of  record 320.00 

set  special  track  work  record.s,  151  sheets 1,500.00 

set  distance  charts 250  .  00 

set  boulevard  records 1S5  .  00 

track  card  index 200.00 

map  feeder  record 100  .  00 

map  bonding  record 100  .  00 

map  track  record 100  .  00 

map  underground  conduit  record 50.00 

Total $6,612.05 

BLUE  PRINT  ROOM. 

I      blue  print  machine 

1      water  tank,  pine  and  zinc  lined 

1  cabinet,  oak,  for  electrical  instruments 

2  tin  tubes  with  covers  @  $2  .00 

1  small  stop  ladder 

2  che.sts  for  track  dept.,  1  @  $3.00  and  1  Cfft  •'S4.00  .  .  .  . 

1  canvas  dark  room 

2  large  picture  frames  with  glasses 

1     small  shelf 

1     wicker  waste  basket 

1      cuspidor 

All  electrical  instruments 

Total 

MR.  FLEMING'S  OFFICE. 

Present 
Value 

roll-top  desk 1     75 .00 

rotary  desk  chair 15.00 

large  chairs,  @  S12  .  00 4S .  00 

large  roll-top  bookcase 50 .  00 

large  glass-top  table,  oak 45.00 


Present 

Value 

$   300 

00 

7 

00 

25 

00 

4 

00 

1 

00 

7 

00 

4 

00 

4 

00 

50 

.25 

1 

.00 

1,330.00 

$1,683 

75 

OFFICE  FVliSlTVRK  ASD  FIXTURES.  295 


MR.  FLEMING'S  OFFICE— Continued.  I'resent 

Value 

large  rack  for  niajjs,  oak %     8.00 

l)icture  frames  witli  glas.se.s 4  .  .50 

brussels  carpet,  31  sq.  yd 4.5  .  00 

rug 7.00 

door  mat .7.5 

telephone  .shelf 1  .00 

wire  wa.ste  ba.sket .35 

wicker  tray  for  letters .50 

mirror  and  frame 3  .  00 

glas.s  tumbler .10 

small  shelf .50 

whisk  broom .30 

cvispidor 1 .50 

porcelain  soap  tray .25 

towel  rack .50 

TuUd    $306.25 

STENOGRAPHER'S  OFFICE.  Present 

Value 

2     roll-top  typewriter  desks,  1  @  $33.00  and  1  @,   $45.00.  .  .  S     45.00 

1  flat-top  desk 20.00 

2  rotary  desk  chairs,  1  @  $4.00  and  1  @  $5.00 9.00 

3  large'chairs  @  $10  .  00 30  .  00 

1  chair 3.00 

2  letter-filing  cabinets,  1  (o^   $30.00  and  1  (ff:   $f0.00 70.00 

1      cabinet <S  .  00 

1     letter  press  and  stand 15.00 

1      floor  cover,  linoleum,  27  sq.  yd 15.00 

1      picture  frame  with  glass 1 .00 

1  door  mat .75 

2  wire  waste  baskets .70 

I      typewriter,  tabulating,  new 120. 00 

1      typewriter 90  00 

1  typewriter 100.00 

Tnhil $562.45 

MR.  LELAND'S  OFFICE.  Present 

Value 

2  roll-top  desks,  1  0).   $00  00  and  1  (oi-   $35.00 -S     95.00 

2     rotary  de.-,k  chairs,  1  @,   $8.00  and  1  («>,  $10  00 18.00 

large  chair 10  .  00 

table,  oak 25.00 

chair 2.00 

wardrobe,  pine 1 5  .  00 

bookcase,  oak 30.00 

small  cabinet,  oak 10.00 

small  drawing  table  with  horses 8.00 

glass-top  table 7.00 

.stepladder 1  .  00 

carpet,  28  sq.  yd 1  5  .  00 

picture  frames  with  glasses 10  .  00 

wicker  waste  baskets  @  25c .  .50 

mirror  and  frame 2.00 

whisk  brooms  @  50c .60 

brush  and  comb .  fiO 

enameled  iron  soap  dish .25 

tin  cup .05 

cuspidors  @  $1  .00 2.00 

towel  rack .50 


296 


EXHIBIT  VII. 


Vault. 


filing  cabinet,  pine 
filing  cabinet,  oak. 

safe 

stepladder 


Total . 


LADIES'  TOILET  ROOM. 


1  mirror  and  frame 

1  brush  and  comb 

1  towel  rack 

1  enameled  iron  soap  tray.  . 

Total . 


MAIL  BOX  HALL. 


bench,  pine 

water  cooler  with  stand 

sets  letter  boxes  (total  26  boxes). 
cuspidor 

Total 


MR.  FURLONG'S  OFFICE. 


roll-top  desk 

open  filing  case,  pine 

rotary  desk  chair 

large  chair 

chair 

roll-top  bookcase,  oak 

cabinet  with  6  drawers 

small  table 

wire  letter  tray,  4  partition:- 

wire  waste  basket 

picture  frame  with  glasses.  . 

w"indow  pole 

cuspidor 

Total .  . 


MR.  FURLONG'S  OLD  OFFICE. 


small  chest,  pine 

picture  frame  with  glass, 
small  filing  cabinet 


Total . 


MR.  JEWELL'S  OLD  OFFICE. 


wardrobe,  oak 

flat-top  desk 

table,  oak 

table,  pi  lie 

large  rack  for  maps.  .  .  . 

large  chair 

chairs  @,  .$2.00 

picture  frame  with  glas 
cuspidors  @  $1.00.  .  . 
carnet 


Present 
Value 

$  35.00 

60.00 

40.00 

1  .50 

$389 . 00 

Present 
Value 

S  2.50 
.60 
.50 
.25 

$3.85 

Present 
Value 

$  3.00 

8.00 

40.00 

1.00 

$52  00 

Present 
Value 

$35.00 

3.00 

7.00 

8.00 

4.00 

40 .  00 

4.00 

3.00 

1.00 

.35 

22.00 

.50 

1  00 

$128.85 

Present 
Value 

$  3.00 
4.00 
5.00 

$12.00 

Present 
Value 

$40   00 

15.00 

8.00 

5 


Total . 


00 
5.00 
8.00 
8.00 
2.00 
2.00 
5.00 

$98  00 


OFFICE  FVRNirVltE  AS'D  FIXTURES.  297 


MR.  GRINNELL'S  OFFICE. 


Present 
Value 


1      rotary  desk  chair .S12  .00 

1  table,  oak 15.00 

2  filing  cases  with  4  drawers 14 .00 

5     large  chairs  @  SS.OO 40  .  00 

1      filinii-  cabinet,  oak 8.5.00 

1      carpet,  2V)  sq.  yd    25 .  00 

1     large  wire  waste  basket .50 

1  wicker  tray  for  letters .50 

2  picture  frames  with  gla.sses 3  .  00 

1      wire  tray  for  letters .25 

1  window  pole .50 

2  ciispirlors 2:00 

rotal $145  75 

APPLICATION  OFFICE  ANNEX. 

Present 
Value 

2     large  tables,  pine,  covered  with  oil  cloth $20.00 

1      cliair 3  .  00 

11      chairs  @  Sl.OO 11.00 

1      iMctiire  frame  with  glass .50 

1  door  mat .75 

Total $35.25 

APPLICATION  OFFICE. 

Present 
Value 

roll-top  desks,  1  @,   $45.00  and  1  @   $35.00 $80.00 

roll-top  bookcase,  oak 50 .  00 

wardi'obe,  oak 40.00 

filing  case  for  stationery,  pine 15.00 

filing  case,  pine 10.00 

filing  case  with  12  drawers,  pine 8.00 

large  chest,  pine 5.00 

small  filing  case,  pine 2.00 

cabinet  with  cast-iron  stand.s,  oak 9  .  00 

wall  filing  cabinet 10.00 

rotary  desk  chairs,  1  @   $6.00  and  1  @   $4.00 10.00 

large  chair S.OO 

chairs,  1  @   $3.00  and  1  @  $2.00    5.00 

iron  mail  box,  japanned 1  .00 

wicker  w^aste  baskets,  @,  25c -50 

mirror  and  frame 2 .  50 

picture  frame  with  glass 4  .00 

tcwel  rack -50 

hair  brush ■  •'>0 

enameled  iron  soap  dish -25 

cuspidors,  @  $1.00 -"^  .00 

Vault. 

2  large  cabinet  files  @  $45.00 90.00 

1      cabinet  file,  pine 25.00 

1      stepladder A'^^ 

1      typewriter 75 .00 

Total $455,75 


298 


EXHIBIT  VII. 


MR.  JEWELL'S  PRESENT  OFFICE. 

Present 
Value 

roll-top  desks,  @  $45.00 .$90  .  00 

small  roll-top  desk 25.  00 

flat-top  desk 15 .  GO 

large  roll-top  filing  case,  oak 90 .  00 

filing  cabinet,  pine 30 .  00 

small  cabinet  on  cast-iron  stand     5.00 

small  cabinet 2  .  00 

rotary  desk  chairs,  1  (a)   «10.00,  1  @   $5.00,  2  (ai   $6.00 27.00 

carpet,  33  sq.  yd   ". 15.00 

large  iron  waste  basket .50 

iron  waste  basket .35 

wicker  waste  basket .25 

picture  frame  with  glass .50 

towel  rack  with  mirror 2  .  00 

brush  and  comb .60 

glass  tumbler .05 

pitcher .25 

whisk  broom .30 

cuspidors,  @  $1 .00 3  .  00 

duster .45 

Tota] $307 .  25 

MR.  BLAKELY'S  OFFICE. 

Present 
Value 

roll-top  desk $85 .  00 

large  table,  oak 70 .  00 

large  bookcase,  3  sections,  oak 90  .  00 

rotary  desk  chair 20 . 00 

large  chairs,  @  $10.00 SO .  00 

Brussels  rug,  40  sq.  yd 60.00 

picture  frames  with  glasses 20  .  00 

large  rack  for  maps 5 .  00 

large  wire  waste  basket .50 

wire  tray  for  letters .25 

wire   waste  basket 35 

whisk  broom .30 

cuspidor 1  .50 

Books  in  bookcase 250.00 

T'ltdl $682.90 

CLARENCE'S  OFFICE. 

Present 
Value 

roll-top  desk $25  .  00 

roll-top  tyjjewriter  desk 30.00 

table,  oak 8 .  00 

rotarv  desk  chairs,  1  @   $8.00  and  ]  @   $6.00 14.00 

large  chairs  @,  $6.00 24  .  00 

large  filing  cabinet 60.00 

wardrobe,  oak 40 .  00 

name  card  cabinet 8.00 

picture  frames  with  glasses 8.00 

large  wire  waste  basket .50 

wire  waste  basket .35 

wicker  trays  for  letters,  (a;  50c 1 .  00 

wire  tray  for  letters .25 

water  cooler  with  stand 8 .  00 

carpet,  34 ^  .sq.  yd   18 .  00 

window  pole .50 


OFFICE  FURNITURE  AND  FIXTURES. 


299 


CLARENCE'S  OFFICE— Continued.  I'resent 

Value 

lurgo  sholf S    1 .  00 

small  sholf .50 

brooms,  @  35(,' 1 .  40 

towel  rack .50 

wall  cabinet  with  mirror 3  .00 

l)rii?h  and  comb .00 

j^lass  tumbler .10 

soap  dish .15 

dusters,  @  25c .50 

cuspidors,  @  $1.00 2.00 

typewriter 75 .00 

Vault. 

large  index  filing  cabinet 55.00 

small  index  filing  cabinet IG  .00 

cabinet  file,  pine 12  .00 

large  cabinet  fde,  pine 40  .  00 

money  box 6 .  00 

step  ladder 1 .00 

Total $460.35 

FORMER  :OFFICE  OF  TRACK  DEPARTMENT.  Pre.«ent 

Value 

1      roll-top  desk $45 .  00 

1     rotary  desk  chair 16 .  00 

1     filing  cabinet 15.00 

1     flat-top  desk 3 .00 

6     drawers  for  cabinet 6.00 

Total $79.00 

TOILET  ROOM— SECOND  FLOOR. 

1      mirror  with   frame S2  .  50 

1      towel  rack .50 

1     soap  dish -25 

Total $3.25 

AUDITING  DEPARTMENT.  Pre.'^ent 

Value 

1     roll-top  desk  (Mr.  John,M)n's) $50 .00 

1  table,  oak,  leather  covered 20  .  00 

2  rotary  chairs  (Mr.  Johnson's)  1   @  $12.00   1   @  $6.00 18.00 

1     rug  (Mr.  Johnson's) 5 .  00 

1     high  flat-top  desk  (Mr.  Oake-s') 85.00 

G     high  flat-top  desks,  @  $25.00 150.00 

6     flat-top  desks,     @    $15.00 00.00 

3  "      "          "          "      $20.00 60 .  00 

1         "      "          "      (Mr.  Dewey's) 35.00 

1  roll     "          "          "            "        60.00 

2  "      "          "       1  @  $45.00  and  1  @  $35.00 80.00 

1     large  table,  oak 25.00 

4  oak  tables,  1  @  $8.00,  1  @  $15.00,  1  @  $12.00,  1  @  $6.00.  41.00 

1      table,  pine "•'^0 

1     large  chair 8  00 

1     rotary  desk  chair  (Mr.  Dewey'.=) 10 .  00 

3  "          "      chairs,     @     $8.00 24 .00 

5  "          "          "            "      $6.00 30.00 

1  "          "     chair -lOO 

6  "          "      stools,®       $3.50 21.00 

2  "          "          "          "        $4.00 $00 


300  EXHIBIT  VII. 


AUDITING  DEPARTMENT— Continued. 

Present 
Value 

chairs,  @  $1.00 $     2.00 

wardrobes,  @  $40.00 200  .  00 

filing  cabinet,  pine .'-50 .  00 

filing  cabinet  with  16  drawers •. 1;).00 

index  card  filing  cabinet 12.00 

case  to  support  tho  above 4  .  00 

cabinet  with  cast-iron  stand  and  press IS. 00 

large  cabinet  file,  pine 40 .  00 

open  cabinet  file  and  48  boxes,  all  pine 50.00 

small  chest 3.00 

carpet,  32  sq.  yd 50 .  00 

picture  frames  with  glasses 13  .  50 

shelf,  oak 3  .  00 

footstool 1 .  00 

enameled  iron  cup .15 

wicker  basket .25 

large  wire  waste  basket .50 

wire  waste  baskets,  @,  35c 3  .  50 

wire  trays,  3  partitions  for  letters 1  .  50 

diister.  ^ .25 

mirror  and  frame 2  .  50 

towel  rack _ .50 

brush  and  comb .GO 

soap  dish .10 

small  shelf .50 

10     cuspidors,  @  $1.00 10.00 

1  typewriter 120 .  00 

2  typewriters 190.00 

3  Burroughs  adding  machines 675.00 

Vault. 

1     large  filing  cabinet 30.00 

1         "          "               "      40  .X)0 

1     stepladder 1 .  50 

1     mimeograph 50 .  00 

Total $2,349.35 

MR.  HOGARTH'S  OFFICE. 

Present 
Value 

roll-top  desk $65 .  00 

rotary  desk  chair ; 15 .  00 

large  table,  oak,  leather-covered 40.00 

large  chairs,  2  (ai   $8.00,  2  @   $10.00 ' 36.00 

charge  account  file  and  case,  oak 15.00 

bookcase,  oak 30 .  00 

carpet,  12  sq.  yd    25 .  00 

window  pole .50 

wire  basket .35 

cuspidor 1 .  00 

Total $227 .  85 

MR.  BURKE'S  OFFICE— REAR  ROOM. 

Present 
Value 

1     roll-top  desk $      50 .  00 

1      rotary  desk  chair 10 .  00 

1      table,  oak 20 .  00 

4  large  chairs  (a  $8.00 32 .  00 

1     small  flat-top  desk 10 .  00 


OFFICE  FURNITURE  AND  FIXTURES. 


301 


MR.   BURKE'S  OFFICE— REAR  ROOM- Continued. 

small  table,  oak .S 

small  round  table,  pine 

wardrobe,  oak 

filing  cabinet 

Hall  Safe  &  Lock  Co.'s  safe 1, 

rug,  6  sq.  yd   

large  wire  waste  basket 

window  pole 

small  chests  @  $2.50   

stepladder 

duster 

mirror  and  frame 

towel  rack 

small  rack  with  mirror 

brush  and  comb 

soap  dish 

cuspidor  with  rubber  mat 

cuspidor 

typewriter 

Herring  &  Co.'s  safe 

cabinet  file 

cabinet  file,  pine 


Present 
Value 

5.00 

2 .  50 

40 .  00 

■M) .  00 

250.00 

10.00 

.50 

.50 

7.50 

2.00 

.45 

2.50 

.50 

1.00 

.60 

.25 

1.30 

1.00 

100.00 

70.00 

35.00 

40.00 


Total . 


$1,722.60 


MR.  BURKE'S  OFFICE— FRONT  ROOM. 

Present 
Value 

1  roll-top  desk $40 .  00 

2  roll-top  desks  @   $30.00 60.00 

1     rotary  desk  chair 8 .  00 

4     rotary  desk  chairs  @  $6.00 24 .  00 

1     rotary  chair 4  .  00 

1 '    movable  partition,  oak 10  .  00 

1     small  file  and  bracket 2  .  00 

1     table  for  scale 3  .  00 

1     counter  scale,  oak 20 .  00 

1      wardrobe,  oak 40  .  00 

1     table,  pine 4 .  00 

1     rug 2.00 

1      door  mat •  ^^ 

1     large  counter  with  files 40  .  00 

1      window  pole " '50 

4     large  wire  waste  baskets  @  50c 2  .  00 

1  large  wooden  tray,  oak 1 .  50 

2  small  wooden  trays  @  75c 1 .  50 

1  duster •  -5 

2  cuspidors  (a),  $1.00 2.00 

1  money  scale  and  weights 30 .  00 

2  counting   pans    @    $1.00 2.00 

Total $297.50 


TELEPHONE  ROOM. 

1  rotary  desk  chair S 

1  flat-top  desk 

2  chairs  m  $1.00 '■ 

1  small  stool,  oak 

1  large  cabinet,  pine,  5  sections 


I're.'ent 
V.ilue 

8.00 

15.00 

2.00 

2.50 

80.00 


301: 


EXHIBIT  VII. 


TELEPHONE  ROOM— Continued.  Present 

Value 

cupboard,  pine S     15.00 

water  cooler  and  stand 8 .  00 

table,  pine -^00 

picture  frames  with  glasses 2  .  50 

cabinet  for  bulletins 3  .  00 

waste  basket •  '^^ 

cuspidors  @    $1.00 __^^ 

Total $141.25 


FRONT  HALL,  FIRST  FLOOR. 

1      step  board 

1  wire  mat 

2  rubber  mats,  1  @.  $2.50  and  1  @    $2.00 

1      pressed  paper  cuspidor 

1      picture  frame  and  glass 

Total 


Pre.seii  t 
Value 

$  1.50 

3.00 

4.50 

.50 

.50 

$10  GO 


ELEVATOR. 

1      chair 

1      picture  frame  and  glass 

Total 


Present 
Value 

$2.00 
.50 


$2  50 


TOILET  ROOM,  FIRST  FLOOR. 

1      mirror  and  frame 

1     towel  rack 

Total 


Present 
Value 

$2.50 
.50 


$3  00 


BASEMENT,  IN  STORAGE. 


I'rescnt 
Value 


1 
1 

12 

42 

G 

3 

3 

12 


platform  truck $  10 .  00 

car  seats,   complete  %,  $10.00      20.00 

large  stepladder,  pine 5 .  00 

filing  cases,  pine  @,  $10.00 20  .  00 

small  filing  cabinet  with  roll  toj),  oak 12.00 

filing  cabinets,  oak  @,  $10.00 40.00 

"      "     $15.00 30.00 

tables  with  2  drawers,  on  cast-iron  stand,  with  letter  presses, 

(a;  $15.00 30.00 

letter  press 5 .  00 

table,  oak 25.00 

chests,   pine  Qi    $4.00 48.00 

large  chests,  pine  %■  $5.00 210.06 

large  unfinished  open  shelves,  pine     (a      $12 72.00 

"        .$24 72.00 

large  unfinished  lockers,  pine 20 .  00 

picture  frames  with  glasses 25.00 

Total $644  00 


OFFICE  FURSITVliF.   AM)  FIXTURES.  303 


BASEMENT,  PORTER'S  ROOM. 

I'leseiit 
Value 

2     chairs  &  $2.00 «  4  .  00 

1      covich,  old,  leather-covered 5 .00 

I      table,  pine ' ."i.OO 

1      mirror  and  frame 2.50 

1      desk,  pine 2.00 

1  brass  cuspidor 1 .  50 

2  brooms  (a   35c .70 

2      hair  brooms  @  75c 1  .  50 

'J.      whisk    brooms  @  30c GO 

1      lantern 2.00 

]  10     large  towels  @   15c 10.50 

24     small  towels  (r/,  10c 2.40 

Total $41 .  70 


304  EXHIBIT  VII. 

CAR  HOUSE,  COTTAGE  GROVE  AVENUE,  BETWEEN  THIRTY-EIGHTH 
AND  THIRTY-NINTH  STREETS. 

Present 
Value 

1     office  partition,  45  ft.  long $135.00 

1      counter  with  lockers 57 .  00 

1     safe 100.00 

1     clothes  locker 10 .  00 

1      flat-top  desk  and  chair 1.5.00 

1     table  and  three  chairs 5  .  00 

3  high  revolving  chairs 12  .  00 

1     clock 15.00 

1     looking-glass 2.00 

1     stove  and  pipe 10 .  00 

20     fire  extinguishers 200  .  00 

500     ft.  1-in.  fire  hose  and  five  nozzles 150.00 

50     water  barrels 50 .  00 

100     fire  pails 30 .  00 

138     clothes  lockers 270.00 

4  long  station  seats 24 .  00 

10     bulletin  frames 15.00 

4     car  transfer  tables 400 .  00 

1     crane 50.00 

1     fitting  rack 20 ,  00 

1     forge  and  stack 40 .  00 

1     anvil  and  block 12  .  00 

1      post  drill 20.00 

1     vise  and  bench 10 .  00 

1     lot  blacksmith'.s   tools 25 .  00 

1     vise  and  bench 20  .  00 

1  "        "          "       20 .  00 

2  grindstones  and  frames 10 .  00 

2  galvanized  waste  cans 8 .  00 

Racks  and  shelving  for  lamps 100.00 

4     large  heating  stoves  and  pipes 100 .  00 

3  small  heating  stoves  and  pipes 15.00 

1     tool  cupboard 1 5 .  00 

1     clock 10.00 

Repair  tools — 4   jacks,   hammers,   wrenches,    chisels,    tongs, 

sledges,  chains,  bars,  saws,  ropes  and  tackle,  etc 352  .00 

Total $2,333.00 


CAR  HOUSE,  SIXTY-FIRST  AND  STATE  STREETS. 

1  office  partition,  20  ft.  long 

2  counters  and  drawers,  $16.00  and  $5.00 

1     safe 

3  tables  and  2  benches,  $12.00  and  $7.00 

1  flat-top  desk 

4  revolving  office  chairs 

1  small  cabinet,  $5.00,  and  1  clock,  $10.00 

3  revolving   high   chairs 

1  clothes  cupboard 

3  supply  cupboards;  2  @  $10.00,  1  (w,  $5.00 

1  watchman's  clock  and  connections 

50  ft.  wide  shelving 

2  long  seats,  $12.00,  2  bulletin  cases,  $6.00 

14  time  table  frames 

150  clothes  lockers 

6  car  tran.sfer  tables 


Pre!=ent 

Value 

40, 

.00 

21 

,00 

40 

.00 

19 

.00 

15 

.00 

20 

.00 

15 

.00 

12 

.00 

12 

.00 

25 

.00 

100 

.00 

25 

.00 

18 

.00 

21 

.00 

312 

.00 

70 

.00 

OFFICE  FURNITURE  AND  FIXTURES. 


CAR  HOUSE,  SIXTY-FIRST  AND  STATE  STS    -Continued.       Present 

Value 

15     water  barrels $      15 .00 

7  fire  extinguishers 70 .  00 

1 5     fire  pails 4  .  50 

1     supply  rack,  70  stalls .S5  .  00 

1  "          "148      "      74.00 

2  benches  and  vises,  $12.00  and  $5.00 1 7  .  00 

2     steam  heaters  and  connections IGO.OO 

1     forge,  blower  and  stack 50 .00 

1      anvil  and  block 12.00 

1      hand  drill  and  drills 15  .00 

1      grindstone  and  frame 5  .  00 

1     lot  blacksmith's  tools 25.00 

1      platform  scale 15  .  00 

1      supply  cupboard  and  rack 12  .  00 

1  bench  and  vise 15  ()0 

.3     supply  boxes 15  .  00 

2  car  elevators  and  motors  complete 1,400.00 

Repair  tools — 4  jacks,  hammers,  wrenches,  tongs,  chains,  chis- 
els, .sledges,  bars,  rope  and  tackle,  saws,  etc .'Ufi.OO 

Total "$3,550~5b 

CAR  HOUSE,  THIRTY-NINTH  STREET  AND  WABASH  AVENUE. 

I're.sent  Vnlue 

1      office  partition,  55  ft.  long $165 .  00 

1     counter  and  lockers,  50  ft.  long   75.00 

1     safe .- .  .35  .  00 

1  stove  and  pipe. 20.00 

2  tables,  $10.00,  1  receiver's  stand,  $10.00 20.00 

1      desk  and  chair 20  .  00 

1  .stand  and  box,  $5.00,  2  money  boxes,  $15.00 20.00 

2  revolving  chairs S  .  00 

4  chairs 5  .  00 

8  supply  racks .'{(i .  00 

1      supply  case,  $10.00,  1  supply  cupboard,  $10.00 20.00 

55     ft.  wide  shelving 27  .  50 

1  directory  and  8  time  table  frames 15  .00 

2  bulletin   cases '. 5  .  00 

55     clothes  lockers •. .J  10. 00 

5  clothes  lockers,  large 25 .  00 

8     long  seats 1 8 .  00 

5  ■   car  transfer  tables 500  .  00 

1  car  elevator  and  motor  complete 700.00 

2  vises  and  bench 20  .  00 

1  galvanized  waste  tank 4  .  00 

2  waste  boxes  lined  with  galvanized  iron 15.00 

2     work  tables 7  .  50 

2  portable  hydraulic  jacks 200  .  00 

1      air  pump,  platform,  tank  and  connections 1G5.00 

Repair   tools  —  7   jacks,    hammers,   wrenches,   tongs,   chisels, 

chains,  bars,  sledges,  saws,  ropes,  tackle,  etc 80'i  .00 

1      small  forge  and  tools 17  .  00 

1      anvil  and  block 9  .  00 

1     forge  and  blower 2.'5 .  00 

1      anvil  and  block <S  .  00 

20     water  barrels 20  .  00 

20     fire  pails <i .  00 

10     fire  extinguishers 100.00 

3  large  fire  extinguishers,  with  pumps  and  hose 120.00 

Total $3,045  .  GO 


3 OH  EXHIBIT   VII. 


CAR  HOUSE,  THIRTY-FIRST  STREET  AND  ARCHER  AVENUE. 

Present 
Value 

1      office  partition,  60  ft.  long $150 .  00 

1      shelving,  60  ft.  long 30  .  00 

1      counter  and  drawers 12  .  00 

1  desk  and  chair 15.00 

26     bulletin  frames 33  .  00 

2  supply  cupboards,  $8.00  and  $4.00 12.00 

1      book  cupboard 4  .  00 

4     chairs 6 .  00 

1  revolving  chair 4  .  00 

2  tables 10.00 

1      counter 7  .  00 

1      clothes  locker 14.00 

1  "            "         12.00 

134           "            "         268.00 

2  long  tables 16.00 

4  long  benches 12  .  00 

5  large  stoves  and  pipes 100.  00 

2     small 20 .  00 

22     water  barrels  $22.00,  36  fire  pails  $10.80 32  .  80 

7     fire  extinguishers 70 .  00 

1     large  range 25  .  00 

85     woven  wire  cots  @  $1.50 127.50 

1  safe 40.00 

5     car  transfer  tables 500 .  00 

2  portable  hydraulic  jacks 200.00 

1      hand  truck 3  .00 

1  armature  bench 20.00 

14     armature  bo.xes *      14 .  00 

2  cranes 50 .  00 

1     post  drill 25.00 

1     chain  hoist 20.00 

1      co'npres.sed  air  machine 50.00 

1      bench  and  2  vises 23  .  00 

1  supply  rack  $20.00,  1  gla.ss  rack  $5.00 25.00 

2  supply  cupboards  $10.00  and  $5.00 15.00 

1  supply  rack,  60  ft.  long,  256  sections 179  .00 

2  supply  racks,  $20.00  and  $6.00 26.00 

1     supply  cupboard 10.00 

1     large  locker 25.00 

1     portable  forge  and  stack 20 .  00 

1     anvil  and  block 7  .  00 

1  grindstone  and  frame 4  .  00 

2  galva?iized  iron  waste  cans 8 .  00 

1      desk  and  chair 10  .  00 

1     table 4.00 

Repair    tools — 8  jacks,   hammers,   wrenches,   tongs,   sledges, 

chisels,  chains,  bars,  ropes  and  tackle,  etc 416.00 

Total $2,674 .  30 

CAR  HOUSE,  THIRTY-NINTH  AND  WALLACE  STREETS. 

Present 
Value 

3  desks  and  chairs,  $15.00,  $10.00  and  $20.00 $  45.00 

1     book  rack,  $5.00,  1  card  cabinet,  $5.00 10 .  00 

1     large  stove  and  pipe 25.00 

Partition  and  shelving 23.00 

1      drafting  table 5.00 


OFFICE  FURNirURE  AND  FIXTURES.  307 


CAR  HOUSE,  THIRTY-NINTH  AND  WALLACE  STREETS— Continued. 

Presoril 
Value 

table  (a\   S4.00,  .'i  chairs  (it)   $1.00 $  7.00 

15-ton  Fairbanks  scale 160  .00 

large  supply  rack,  102  sections ' 60 .00 

45        "         35.00 

supply  racks,  1  @,  $15.00,  3  @  $3.00 24  .00 

cupboard 4  .00 

"        benches 8 .  00 

large  supply  bin 20 .  00 

bench  and  vise 9  .  00 

anvil  and  block 7 .  00 

picket  partition,  120  ft.  long 60.00 

ladder 2 .  00 

car  elevator  and  motor  complete 700 .  00 

car  transfer  table 100  .  00 

2  car  transfer  tables,  small 60.00 

3  large  fire  extinguishers  with  pumps  and  hose 120.00 

4  "       "              "               40 .  00 

29     water  barrels,  29  fire  pails 37.  70 

16     ft.  3-in.  shafting 20.00 

3  3-in.  hangers,  18-in.  drop 41 .50 

2     pulleys,  36-in.  x  12-in.  $15.50,  20-in.  x  18-in.,  $12.75 28.25 

25     ft.  10-in.  rubber  belting,  8-ply 19.25 

104     ft.  6-in.  leather  belting,  double 82  .  25 

1     vise  and  bench 5 .  00 

1      grindstone  and  frame : 3  .  00 

5  large  wheelbarrows 25  .  00 

1     stove  and  pipe 15.00 

100     ft.  1-in.  fire  hose  and  nozzle 30  .  00 

5     sand  dryers,  complete 100  .  00 

1     forge,   blower  and  stack 40  .  00 

1      anvil  and  block •  7  .  00 

Tongs  and  tools 1 5  .  00 

1      vise  and  bench 10  .  00 

1     large  stove  and  pipe 25 .  00 

12     ladders,  extension  and  single 62  .  00 

1     supply  rack,  100  ft.  long,  sections  12  ft.  high 200.00 

4  "        racks,  $30.00,  $15.00,  $12.00,  $5.00 62 .00 

4           "        cupboards 48 .  00 

1     work  table 'I  00 

1     50-ft.  bench  with  3  vises  and  drawers 60 .  00 

1     tool  cupboard 5 .  00 

1     wood  lathe 25 .  00 

1     winding  jack 15 .  00 

1     10-hp.  motor  and  jack  shaft  for  hoisting 170.00 

1     rope  reel  rack  and  reels HP  ■  ^^ 

1     saw  table  with  2^-hp.  motor 72  .00 

1  grindstone  and  frame 5 .  00 

2  stoves  and  pipes 20  .  00 

1      platform  scale 20  .  00 

1     small  scale 5 .  00 

4  trucks 16  00 

1     emery  grinder  with  10-hp.  motor  and  stands 180.00 

1     desk  and  counter 10  .00 

5  clothes  cupboards 33  .00 

1     stove  and  pipe •'^  ^  '  nn 

1     roll-top  desk  and  chair 30 .  00 

1  flat    "          "        "        "      II-OO 

2  "      "      desks  and  chairs '^'   nn 

2     watchman's  clocks  and  connections 200 .00 


308  EXHIBIT  VII. 


CAR  HOUSE,  THIRTY-NINTH  AND  WALLACE  STREETS— Continued. 

I'resent  Value 

catalogue  cupboard $     5 .  00 

vise  and  bench 10 .  00 

derrick 50.00 

portable  forges 40 .  00 

anvils  and  blocks 24.00 

large  grindstone  and  frame 15.00 

bench  and  two  vises 14.00 

tool  cupboard 10 .  00 

Blacksmith's  sledges,  hammers,  tongs  and  flatters 42.00 

2  trucks 8 .  00 

3  large  wheelbarrows 15 .00 

1     lot  shovels,  spades,  picks,  tamping  and  digging  bars,  etc.  .  .  .  275.00 

Repair  tools — 6  jacks,  hammer,   sledges,  ropes  and  tackle, 

bars,  saws,  tongs,  chisels,  etc 364 .  00 


Total $4,230.95 

CAR  HOUSES  NO.  1,  2,  3,  4,  5  AND  6,  SEVENTY-SEVENTH  STREET  AND 

WENT  WORTH   AVENUE.  Present  Value 

1     office  partition $      40.00 

15     bulletin  cases 30.00 

1     large  stove  and  pipe 20 .  10 

1     roll-top  desk  and  chair 25.00 

1     clock 10.00 

4     long  station  seats 24 .00 

1     safe 50 .  00 

1  counter  and  drawers 30 .  00 

2  high  revolving  chairs 8.00 

2     money  boxes 10 .  00 

1  scale 5.00 

2  chairs 2.00 

2  stools,  high 2  .  00 

1     supply  cupboard 5  .00 

1           "                "        8.00 

1     shelving 5 .  00 

4     portable  hydraulic  pit  jacks 400  .  00 

4     hydraulic  car  jacks  with  motor  complete 2,000  Oq 

4     stone  jacks  and  1  track  jack 90 .  00 

1     shop  truck 5 .  00 

1     supply  cupboard 10 .  00 

3  '       "       cupboards 15.00 

1     glass  rack 5.00 

1  work  table 5 .  00 

2  supply  racks 24  .  00 

1  desk  and  stool 6 .  00 

2  blackboards 7  .  00 

32     clothes  lockers 64.00 

1     hand  drill  press 20  .  00 

1     pipe  vise  and  bench 7 .  00 

1     pipe  vise  and  1  machinist's  vise 10 .  00 

1     portable  forge 10 .  00 

1      anvil  and  block 7  .  00 

1  grindstone  and  frame 5 .  00 

2  waste  boxes,  lined  with  galvanized  iron 14.00 

1     lot  small  tools,  hammers,  wrenches,  chisels,  tongs,  etc 100.00 

36     fire  extinguishers 360.00 

12     water  barrels 12  .00 

12     fire  pails 3 .  60 

6     iron  sand  boxes 300.00 

Total $3,753  60 


OFFICE  FURNITURE  AND  FIXTURES. 


309 


1 
1 
1 
3 
1 
1 
1 
1 
1 
2 
1 
1 
1 
1 
1 
1 
1 
17 
1 
2 
1 

115 

1 

2 

20 

30 

1 

100 
5 
1 

•22 
1 

100 
1 
1 
2 
2 
1 
1 
2 
1 
1 
1 
1 

1 

2 
1 
2 
1 
.  1 
1 
1 
9 
2 
8 


CAR  HOUSE,  SIXTY-NINTH  STREET  AND  EMERALD  AVENUE. 

Present 
Value 

office  partition,  50  ft.  long $125.00 

"     shelf,  75  ft.  long 37 .  50 

safe 50 .  00 

tables 15.00 

stove  and  pipe 10.00 

counter  and  cupboard ' 15.00 

desk  and  chair 18 .  00 

revolving  chair 0.00 

"     high 4.00 

chairs 2.00 

high  stool 1 .  00 

bench 3.00 

counter  and  drawers. 17.00 

money  box 5.00 

clothes  cupboard 10.00 

supply  cupboard 12  .  00 

clock 10 .  00 

bulletin  frames. . 22.00 

large  stove  and  pipe 20 .  00 

long  seats ' 12  .00 

short  seat 4 .  00 

clothes  lockers 230 .  00 

clothes  cupboard 5 .  00 

large  stoves  and  pipes 40 .  00 

water  barrels 20 .  00 

fire  pails 9 .  00 

water  tank 20.00 

ft.  1-in.  fire  hose  and  nozzle 30 .  00 

car  transfer  tables 500 .  00 

car  cleaner  and  motor  complete 195 .  00 

clothes  lockers 44.00 

chemical  cart 375.00 

ft.  fire  hose  and  nozzle 45 .  00 

large  supply  cupboard,  shelves,  platform 67.00 

table  and  chair 6 .  00 

large  supply  racks,  $35.00  and  $30.00 65 .  00 

supply  bins 12  .  00 

rack 5.00 

glass 5 .  00 

bolt  and  screw  supply  racks 12 .  00 

bench  and  3  vises 30 .  00 

grindstone  and  frame 4 .  00 

forge  and  blower " 15.00 

anvil  and  block 8 .  00 

Blacksmith's  tongs,  etc 9.00 

lot  shelving 10 .  00 

work  benches,  zinc  covered,  $15.00  and  $7.00 22.00 

small  stove  and  pipe 7 .  00 

30-ft.  extension  ladders 14  .  00 

common  ladder 4  .  00 

lot  supply  shelves  and  bins  on  platform 46.00 

supply  rack 10.00 

armature  rack 20 .  00 

"       boxes 9.00 

portable  hydraulic  pit  jacks 200.00 

fire  extinguishers SO .  00 

Repair   tools,   4   jacks,    hammers,    wrenches,    tongs,    sledges, 

chains,  chisels,  saws,  ropes  and  tackle,  etc 286.00 

Total $2,857.50 


EXHIBIT  VIII 

HORSES,  WAGONS  AND  MISCELLANEOUS 


EXHIBIT  VIII. 

HORSES,  WAGONS  AND  HARNESS 

SUMMARY. 


SUMMARY  OF  HORSES. 


Present 
Value 


Horses $12,010.00 

Wagons 14,955.00 

Harness 2,145.00 


Total $29,110.00 


Present 
Value 


Aug.    15 48  horses $5,250.00 

"      21 35      "      2,395.00 

"      24 21      "      1,560.00 

"      27 31      "      2,805.00 

Total 135  horses $12,010. 00 


314 


EXHIBIT  VIII. 


HORSES. 

EXAMINED  AND  APPRAISED  AUGUST   15,   1905. 


HORSE 

VALUK                         HORSK 

VALUE 

681 

$175.00             539 

$  25.00 

205 

110.00             232 

30.00 

654 

135.00             375 

50.00 

671 

150.00             605 

125.00 

697 

175.00              602 

60 . 00 

653 

150.00              672 

60 . 00 

571 

160.00             680 

75 . 00 

702 

200.00              284 

35.00 

?S?}>'- 

225.00              164    

....                 65 . 00 

225 . 00             635 

125.00 

703  (bay  mare) 

200.00             504 

125.00 

513 

125.00             624 

50 . 00 

627 

50 . 00              652 

65.00 

692 

135.00             402 

60 . 03 

629 

160.00             560 

90 . 00 

577 

75.00              117 

90.00 

610 

135.00             397 

75  00 

655 

125.00             613 

1.^0.00 

581 

100.00              576 

75.00 

689 

75 . 00             432 

90 . 00 

374 

125.00             649 

125.00 

424 

90.00             693 

175.00 

561 

75.00             694 

175.00 

632 

40.00               82 

40 . 00 

Total,  48  Hcrses. 

$5,250  GO 

HORSES. 

EXAMINED  AND  APPRAISED  AUGUST  21,   1906. 


556 $  35.00 

50 25.00 

423 40 .  00 

682 50.00 

686 75.00 

648 75.00 

634 -85.00 

621 -       40.00 

140 40.00 

249 65.00 

426 55 .  00 

619 100.00 

267 30.00 

471 20.00 

665 30  .  00 

462 40  .  00 

664 25.00 

90 60.00 


HORSE  VALUE 

501 $  20.00 

288 40.00 

658 150.00 

668 25.00 

685 50 .  00 

262 35.00 

675 75.00 

543 85.00 

695 150.00 

696 150.00 

633 125.00 

601 40.00 

677 110.00 

478 50  .  00 

684 125.00 

699 150.00 

698 175.00 


Total,  35  Hcrses. 


$2,395.00 


HORSES,  WAGONS  AND  HARNESS.  315 


HORSES. 

EXAMINED  AND  APPRAISED  AUGUST  24,   1906. 

HORSE                                                                                      VALUE                         HORSE  VALUE 

666 $60.00     557 §60.00 

661 50.00     604 50.00 

434 30.00     669 75.00 

615 20 .  00     688 90 .  00 

206 40.00     570 40.00 

347 50.00     614 100.00 

378 10.00     179 100.00 

690 150 . 00     496 125 . 00 

691 150.00      427 115.00 

351 60.00     678 140.00 

438 45.00     

Total,  21^ Horses.  $1,560.00 

HORSES. 

EXAMINED  AND  APPRAISED  AUGUST  27,   1906. 

HORSE                                                                               VALUE                       HORSE  VALUE 

585 $110.00     640 -S  50.00 

642 100.00     365 75.00 

663 150.00     254 65.00 

687 165.00     183 50.00 

674 110.00      248 40.00 

608 140.00     651 60.00 

407 90 .  00     505 40 .  00 

616 80.00      588 110.00 

587 40.00      240 50.00 

520 75.00      662 100.00 

429 100.00      538 (50.00 

683 100.00     644 115.00 

532 75.00      656. 150.00 

612 80.00      115 90.00 

618 135.00      622 ^. 110.00 

480 90 .  00     

Total,  31  Horses.  $2,805.00 


31(>  EXHIBIT  VIII. 

WAGONS. 

SUMMARY. 

Present 
Value 

36     double  dump  wagons $2,700 .  00 

5     single  dump         "      300.00 

7     mud                     "      420.00 

3  coal                      "      300.00 

5     manure                 "      250.00 

2     sand                      "  240.00 

2  whiffletree            "     100.00 

4  rail                 .      "      600.00 

1    ,stone  truck          "      125 .  00 

1     spring                   "      90.00 

7     buggies 350. 00 

7     sprinkling     wagons 1,050.00 

3  cupola  supply     "     650 .  00 

5  tool                     "       400.00 

7     tower                   "       1,750.00 

1     derrick                 "       200.00 

3  reel    '                  "      210.00 

6  wrecking,   tower  wagons 1,500.00 

5     wrecking,  common      "       1,000.00 

4  hose  bridge                   "      320.00 

5  money                          "      400.00 

25     miscellaneous               " 2.000 .  00 

143                                         Total  Present  Value $14,955.00 

Note — Wagons  have  been  appraised  at  their  present  value,  based  upon  the  cost  new  and  their 
present  condition. 


HARNESS. 

SUMMARY. 

Double  harness 80  sets 

Single         "       5     " 

Buggy        "       6     "     ■ 

Lead  "       10     " 

Tow  "       14     " 

Total 120  sets 

Present  Value $2,145.00 


EXHIBIT  IX 

BUILDINGS  AND  MISCELLANEOUS 
STRUCTURES 


EXHIBIT  IX. 

MISCELLANEOUS  BUILDINGS  OTHER  THAN  POWER 

HOUSES. 

EXCLUSIVE  OF  REAL  ESTATE  AND  TRACKS. 

SUMMARY. 

Cost  Present 

Location  BuildinKS  New  Value 

78th  street car  shops $441,211.00  $421,446.00 

77th  street 6carhousebldgs.203,260.00  191,064.00 

Archer  avenue  and  Pit- 
ney court  carbarn  ....  three  sections^  87,280.00  63,714.00 

38th  street    and  Cottage 

Grove  avenue car  house 146,386.00  122,232.00 

39th  street  and  Wabash 

avenue car  house 92.413.00  84,096.00 

39th  and  Wallace  streets  car  house 64,437.00  52,838.00 

61st  and  State  streets.. .  .  car  house 99,068 .  00  74,301 .  00 

69th   street  and  Emerald 

avenue car  house 83,932 .  00  65,467 .  00 

63rd     street    and    Went- 

worth  avenue waiting  room  . .  1 ,009 .  00  1 ,009 .  00 

77th  street  and  Yale  ave- 
nue   depot 2,166.00  2,068.00 

2020  State  street office  building  .  47, 106 .  00  40,747 .  00 

2020  State  street  (rear).  .  printing  office . .  7,270.00  6,180.00 

3924  Indiana  avenue ...  .  waiting  room  . .  1,266.00  1,013.00 

20th  and  Dearborn  streets  storage,  garage. 

and  stable.  .  32,900.00  23,030.00 


Total  Valnc.     $1,309,704  00  $1,149,205  00 


EXHIBIT  IX. 

SEVENTY-EIGHTH  STREET  SHOPS. 

SUMMARY. 

Cost  New 


Blacksmith  shop %  22,983.00 


Wagon  shop. 
Brass  foundry. . 

Frog  shop 

Machine  shop . . 

Paint  shop 

Carpenter  shop. 
Mill  building... 
Power  house . . . 

Stable 

Oil  house .  . 


Main  water  supply  system 

Main  sewer  system 

Lighting    conduits    and    manholes, 

power  house  to  buildings 

Grading  and  filling  site 

Extra  masonry  in  foundations  above 

that  shown  on  plans 


8,261.00 

7,166.00 

12,968.00 

139,873.00 

15,221.00 

47,466.00 

41,376.00 

23,911.00 

9,882.00 

318.00 

29,425.00 

6,053.00 

10,850.00 

3,826.00 
65,743.00 

25,314.00 


Present  Value 

$  21,604.00 

7,765.00 

6,736.00 

12,191.00 

131,481.00 

14,308.00 

44,618.00 

38,893 .  00 

22,476.00 

9,289.00 

299.00 

$309,660.00 

6,053.00 

10,850.00 

3,826.00 
65,743.00 

25,314.00 


Total  Value  of  Car  Shop.^ 


$441,211.00         $421,446.00 


BLACKSMITH  SHOP. 


Masonry 

Cut  stone  and  tiling 

Steel  and  iron 

Carpentry  and  millwork 

Skylights 

Roofing,  composition 

Plumbing,  including  water  lines. 

Heating  system,  complete 

Lighting 

Painting 


Organization,  engine(!ring  and  incidentals,  15% 


Cost  New 

$5,705.00 

880.00 

2,123.00 

3,964.00 

4,451.00 

562.00 

250.00 

1,000.00 

750.00 

300.00 

$19,985.00 
2,998.00 


Total  Cost  New $22,983.00 

Dei)r(!ciation,  based  on  building  having  been  erected  in 

1902,  4  years  at  1.5%  per  year,  6% 1,379 .  00 


Present  Value $21,604.00 


MISCELLA NEOUS  BVlLDISdS. 


WAGON  SHOP. 


Masonry 

Cut  stone  and  tilin,<2; 

Steel  and  iron 

(^ar])entry  and  niilhvork 

Skylights 

Hoofing,  eoniposition 

Plumbing,  including  water  lines 

Heating  system,  complete 

Lighting 

Paintino- 


Organization,  engineering  and  incidentals,  15%...  . 

Total  Cost  New $8,261 .00 

Depreciation, based  on  building  having  been  erected  in 

1902,  4  years  at  1.5%  per  year,  6% 496.00 


Cost  New 

s;^.;-599 

,00 

;:!4G 

.00 

591 

.00 

l.^s:^ 

.00 

1.070 

.00 

135 

.00 

50 

.00 

200 

.00 

150 

.00 

60 

.00 

$7,184 

.00 

1,077 

.00 

Present  Value $7,765 .00 


BRASS  FOUNDRY. 

Cost  New 

Ma.sonry $2,857.00 

Cut  stone  and  tiling 345 .00 

Steel  and  iron 401 .00 

Carpentry 1,571.00 

Skylights 1,027.00 

Roofing,  composition 130.00 

Plumbing,  including  water  lines 50.00' 

Heating  system,  complete 150.00' 

Lighting 150.00 

Painting 50.00 


$6,231.00 
Organization,  engineering  and  incidentals,  15% 935.00 


Total  Cost  New $7,166 .00 

Depreciation,  based  on  the  building  having  been  erected 

in  1902,  4  years  at  1.5%  per  year,  6% 430.00 


Present  Value $6,736 .00 


322  EXHIBIT  IX. 


FROG  SHOP. 

Cost  New 

Masonry $3,186.00 

Cut  stone  and  tiling 385 .  00 

Steel  and  iron 1,730.00 

Carpentry 2,075.00 

Skylights 2,354.00 

Roofing,  composition 297.00 

Plumbing,  including  water  lines 400.00 

Heating  sj'stem,  complete 400.00 

Lighting.^ 300.00 

Painting 150.00 

$11,277.00 

Organization,  engineering  and  incidentals,  15% 1,692.00 

Total  Cost  Neio $12,969 .00 

Depreciation, based'on  building  having  been  erected  in 

1902,  4  years  at  i.5%  per  year,  6% 778.00 

Present  Value $12,191 .00 


MACHINE  SHOP. 

Cost  New 

Masonry $22,665.00 

Fireproofing 14,919 .  00 

Terra  cotta 2,100.00 

Cut  stone  and  tihng 1,759.00 

Steel  and  iron 41,140.00 

Carpentry  and  millwork 16,776.00 

Skylights 6,980.00 

Plumbing,  including  water  lines 4,760.00 

Heating  system,  complete 4,000.00 

Roofing 1,530.00 

Lighting 3,000.00 

Painting 2,000.00 

$121,629.00 

Organization,  engineering  and  incidentals,  15% 18,244.00 

Total  Cost  New $139,873.00 

Depreciation,  based  on  the  building  haying  hvvn  erected 

in  1902,  4  years  at  1.5%,  per  year  =  6% 8,392.00 

Present  Value $131,481 .00 


MISCELLANEOUS  BUILDINGS.  323 

PAINT  SHOP. 

Cost  New 

Masonry $4,838 .00 

Fireproofing 897 .  00 

Cut  stone  and  tiling 535.00 

Steel  and  iron 3,444 .  00 

Carpentry 1,633 .00 

Skylights 547.00 

Roofing,  composition 182.00 

Plumbing,  including  water  lines 360.00 

Heating  system,  complete 400.00 

Lighting 300.00 

Painting 100.00 

$13,236.00 

Organization,  engineering  and  incidentals,  15% 1,985.00 

Total  Cost  New $15,221 .00 

Depreciation,  based  on  building  having  been  built  in 

1902,  4  years  at  1.5%  per  year  =  6% 913.00 

Present  Vahie $14,308.00 

CARPENTER  SHOP. 

Cost  New- 
Total  cubical  contents  =  825,500  cu.  ft. 

825,500  cu.  ft.  at  5c $41,275.00 

Organization,  engineering  and  incidentals,  15% 6,191.00 

Total  Cost  New $47,466 .00 

Depreciation,  6% 2,848.00 


Present  Value $44,618.00 

MILL  BUILDING. 

Cost  New- 
Total  cubical  contents,  =  719,579  cu.  ft. 

719,579  cu.  ft.  at  5c $35,979.00 

Organization,  engineering  and  incidentals,  15% 5,397.00 


Total  Cost  New $41,376.00 

Depreciation,  6% 2,483.00 

Present  Value $38,893.00 


324  EXHIBIT  IX. 

POWER  HOUSE. 

Cost  New 

Masonry $9,588.00 

Fireproofing 731 .  00 

Terracotta 70.00 

Cut  stone  and  tile 572 .  00 

Steel  and  iron 2,219.00 

Carpentry  and  millwork 2,007.00 

Roofing 194.00 

Plumbing 400.00 

Lighting 350.00 

Painting 100.00 


),231.00 
Stack,  complete 4,561 .  00 

$20,792.00 
Organization,  engineering  and  incidentals,  15% 3,119.00 

Total  Cost  New $23,911 .00 

Depreciation,  based  on  building  having  been  erected  in 

1902,  4  years  at  1.5%  per  year  =  6%    1,435  .00 

Present  Value $22,476.00 


STABLES. 

Cost  New 

Masonry $5,178.00 

Cut  stone  and  tiling 431 .  00 

Steel  and  iron 554 .  00 

Carpentry  and  millwork 2,050.00 

Plumbing,  including  water  lines 100.00 

Heating  system,  complete 100.00 

Lighting 80.00 

Painting 100.00 

$8,593.00 

Organization,  engineering  and  incidentals,  15% 1,289.00 

Total  Cost  New $9,882 .00 

Depreciation,  based  on  building  having  been  erected  in 

1902,  4  years  at  1.5%  per  year  =  6% 593.00 

Present  Value $9,289 .00 


MISCELLANEOUS  BUILDLWGS.  325 

OIL  HOUSE. 

(•(..-t  New- 
Carpentry  and  niilhvork 8177.00 

Corrugated  iron 99.00 

$276.00 
Organization,  engineering  and  incidentals,  1596 42.00 

Total  Cost  New $318.00 

Depreciation,  based  on  building  having  been  erected  in 

1902,  4  years  at  1.5%  per  year  =  6%  .  19.00 

Present  Value $299.00 


CAR  HOUSE,   SEVENTY-SEVENTH  STREET. 
SIX  ONE-STORY  BRICK  BUILDINGS. 

Cost  New 

Masonry S  68,444.00 

Fireproofing 252 .00 

Cut  stone  and  tiling .S61 .  00 


Steel  and  u\m< 


Structural $69,034.00 

Kinnear  doors 7,200.00 

Gutters  and  downspouts..  749 . 00       76,983 . 00 

Tile  roofing  and  skylights 23,208.00 

Plumbing  and  sewerage 4,000.00 

Lighting 8,000.00 

$176,748.00 

Organization,  engineering  and  incidentals,  15% .        26,512.00 

Total  Cost  Neu' $203,260.00 

Depreciation,  6% 12,196.00 

Preseyit  Value $191,064.00 

Vote  — The.se  barn.s  were  erected  about  1902.      No  authentic  date  of  erection  could  be  obtained. 


326  EXHIBIT  IX. 


CAR  HOUSE,  ARCHER  AVENUE  AND  PITNEY  COURT. 

THREE  SECTIONS— ONE  3-STORY  SECTION  AND  TWO  2-STORY  SECTIONS. 

Cost  New 

Masonry $38,172.00 

Cut  stone 1,458 .  00 

Steel  and  iron 1,244 .00 

Carpentry  and  millwork 28,482.00 

Lighting 660.00 

Plumbing -  1,610.00 

Roofing 2,661.00 

Painting 975.00 

Skylights 634.00 

$75,896.00 
Organization,  engineering  and  incidentals,  15% .    11,384.00 

Total  Cost  New $87,280.00 

Depreciation,  27% -      23,566.00 

Present  Value $63,714.00 

CAR  HOUSE,  THIRTY-EIGHTH  STREET  AND  COTTAGE  GROVE 

AVENUE. 

Total  cubical  contents  =  2,545,848  cu.  ft.  cost  New 

2,545,848  cu.  ft.  at  5c $127,292.00 

Organization,  engineering  and  incidentals,  15% 19,094.00 

Total  Cost  New $146,386.00 

Depreciation  ll  years  at  1.5%  =  16.5%o 24,154.00 

Present  Value $122,232.00 

Note— Built  in  1885. 


MISCKLLANEOUS  BUILDINGS.  327 

CAR  HOUSE,  THIRTY-NINTH  STREET  AND  WABASH  AVENUE. 

2-STORY  BRICK  BUILDING. 

Cost  New 

Masonry .'!;38,262 .  00 

Cut  ston(> 1,2X0. 00 

Steel  and  iron 1,000.00 

Carpentry ;-;2,50G.OO 

Lighting •.  .372.00 

Plumbing 1,U)5.00 

Roofing,  composition 3,420.00 

Skylights 1,485.00 

Painting 650.00 


$80,359.00 
Organization,  engineering  and  incidentals,  15% 12,054.00 


Total  Cost  New $92,413 .00 

Depreciation,  based  on  building  having  been  built  in 

1900,  6  years  at  1.5%  per  year  =  9% 8,317.00 


Present  Value $84,096.00 


CAR  HOUSE,  THIRTY-NINTH  AND  WALLACE  STREETS. 
2 -STORY  BRICK  BUILDING. 

Cost  New 

Masonry $26,432 .00 

Cut  stone 1,542.00 

Steel  and  iron 828.00 

Caipentry  and  skyhghts 22,618.00 

Roofing ' 2,385.00 

Lighting 617.00 

Plumbing 1,310.00 

Paintino; 300.00 


$56,032.00 
Organization,  engineering  and  incidentals,  15% 8,405.00 

Total  Cost  New $64,437.00 

Depreciation,  18% 11,599 .00 

Present  Value $52,838.00 

Note — Building  was  built  in  1891  and  remodeled  in  1901.     Walls  had  new  fi)iinil:itions  jiut  under 
them,  required  on  account  of  damage  from  intercepting  sewer. 


328  EXHIBIT  IX. 

CAR  HOUSE,  SIXTY-FIRST  AND   STATE  STREETS. 

3 -STORY  BUILDING. 

Cost  New 

Masonry $36,719.00 

Cut  stone 1,129.00 

Steel  and  iron 3,352.00 

Carpentry 36,708.00 

Roofing 2,542.00 

Heating 374.00 

Lighting 515.00 

Plumbing 300.00 

Painting 400.00 


),146.00 
Organization,  engineering  and  incidentals,  15% 12,922.00 


Total  Cost  New $99,068.00 

Depreciation,  25% 24,767.00 

Present  Value $74,301 .00 

Note— Built  in  1888.     Remodfled  in  1892. 

CAR  HOUSE,  SIXTY-NINTH  STREET  AND  EMERALD  AVENUE. 

1-STORY  BRICK  BUILDING.  (  oi^t  New 

Masonry $44,985.00 

Cut  stone 1,561.00 

Steel  and  iron 815 .00 

Carpentry 21,749.00 

Roofing. ^. 3,240.00 

Lighting 364.00 

Plumbing 690.00 

Painting 450.00 


$73,854.00 
Organization,  engineering  and  incidentals,  15% 10,078.00 


Total  Cost  New $83,932 .00 

Depreciation,  average  22% 18,465.00 


Present  Value $65,467.00 

Note — This  barn  wna  liuilt  as  a  horse  car  Viain  in  1888  and  rebuilt  as  an  electric  barn  in  iS'Ji 


M  ISC  ELLA  NEOUS  li  I  ILDINGS. 


329 


WAITING  ROOM,  SIXTY-THIRD  STREET  AND  WENTWORTH  AVENUE. 

Vu>\  New 

$  731.00 

458.00 

13.00 
250.00 

70.00 

.  35.00 


Excavation,  <ira(liiig,  etc 

Carpentry 

Lijihtine; 


Plumbing  and  sewerage. 

Painting 

Hardware 


Organization,  engineering  and  incidentals,  15%, 
Total  Cost  New 


Building  was  built  in  1905,  no  depreciation. 
Present  Value 


$877.00 
132.00 


$1,009.00 
$1,009.00 


EATING  AND  WAITING  ROOM,  SEVENTY-SEVENTH  STREET  AND 


YALE  AVENUE. 
1 -STORY  FRAME  BUILDING. 


Excavation .... 
Steel  and  iron. . 

Carpentry 

Plumbing 

Lighting 

Painting 


1903,  3  years  at  1.5%  =4.5%  . 
Present  Value 


Cost  New 

$  53.00 
36.00 
804.00 
750.00 
117.00 
125.00 


$1,885.00 
282.00 


Organization,  engineering  and  incidentals,  15% 

Total  Cost  New $2,166 .00 

Depreciation,  based  on  building  having  been  built  in 


98.00 
$2,068.00 


330  EXHIBIT  IX. 


2020  STATE  STREET. 

3-STORY  OFFICE  BUILDING. 

Cost  New 

Masonry $20,357.00 

Cut  stone  and  tile  coping 842 .  00 

Marble 623.00 

Steel  and  iron 4,962.00 

Carpentry,  millwork  and  skylights 6,472.00 

Roofing,  composition 184 .  00 

Plastering 1,547.00 

Heating 755.00 

Lighting 775.00 

Plumbing 1,600.00 

Elevator 2,200.00 

Painting  and  decorating 645 .00 


$40,962 .  00 

Organization,  engineering  and  incidentals,  15% 6,144.00 

Total  Cost  Neiv $47,106.00 

Depreciation,  based  on  building  having  been  built  in 

1897,  9  years  at  1.5%  =  13.5%.. " 6,359.00 

Present  Value $40,747 .00 

PRINTING  OFFICE,  REAR  2020  STATE  STREET. 

Copt  New 

Masonry $2,416.00 

Cut  stone 241.00 

Steel  and  iron 282.00 

Carpentry  and  millwork 1,874 .00 

Roofing,  composition 125.00 

Heating 182.00 

Lighting 192.00 

Plumbing 320.00 

Painting 275.00 

Electric  elevator 300.00 

Skylights 115.00 

$6,322.00 

Organization,  engineering  and  incidentals,  15% 948.00 

Total  Cost  New $7,270.00 

Building  was  thoroughly  ov(^rhauled  in   1905.     Date 
of  erection  not  definitely  known. 

Depreciation  15% 1.090.00 

Present  Value $6,180.00 


MISCELLANEOUS  BUILDINdS.  331 
3924  INDIANA  AVENUE. 

1-STORY  BRICK  WAITING  ROOM.  Cost  New 

Masonry ..  $336.00 

Cut  stone 100.00 

Steel  antl  iron 10 .  00 

Carpentry 407 .  00 

Roofing 26.00 

Lighting 13.00 

Plumbing 150.00 

Painting 60.00 

$1,102.00 

Organization,  engineering  and  incidentals,  15% 164.00 

Total  Cost  New $1,266 .00 

No  date  of  erection  obtainable. 

Depreciation,  20% 253 .  00 

Present  Value $1,013 .00 

GARAGE  AND  STABLE,  TWENTIETH  AND  DEARBORN  STREETS. 

3-STORY  BRICK  BUILDING.  Cost  New 

Masonry .1i;ll,413.00 

Cut  stone 477.00 

Steel  and  iron 679.00 

Carpentry 2,426.00 

Roofing,  composition 347.00 

Heating 90.00 

Lighting 168.00 

Plumbing. 480.00 

Painting 200.00 

$16,280.00 

Organization,  engineering  and  incidentals,  15% 2,442.00 

Total  Cost  Neiv $18,722 .00 

One  wing  of  this  building,  which  was  included  in  the 
Chicago  City  Railway  Co.'s  estimate,  has  been  taken 
down  since  June  30,  1906,  to  allow  for  the  construc- 
tion of  an  addition  to  the  sub-station. 
Cubical  contents  of    the   section  estimated,    which  is 
still  standing  =  401,744  cu.  ft. 
$18,722.00  -4-  401,744  =  4.66c.  per  cu.  ft. 
Cubical  contents  of  the  section  torn  down  =  304,240 
cu.  ft. 

304,240  cu.  ft.  at  4.66c 14.178.00 

Total  Cost  New $32,900 .00 

Depreciation  30%  (date  of  erection  not  known) <).870.00 

Present  Value $23,030.00 


EXHIBIT  X 

REAL  ESTATE 


EXHIBIT  X. 
REAL  ESTATE. 

SUMMARY. 

Plat 

Number  Present  Value 

1  Cottage  Grove  avenue  and  3Stli  street $134,000.00 

2  21st,  State  and  Dearborn  streets 175,000.00 

3  Archer  avenue  and  Pitney  court 75,800.00 

4  Wabash  avenue  and  39th  street 74,325.00 

5  Cottage  Grove  avenue  and  55th  street 38,400.00 

6  State,  51st  and  53rd  streets 38,500.00 

7  State  and  61st  streets 27,370.00 

8  69th  street  and  Emerald  avenue 29,850.00 

9  Indiana  avenue  and  39th  street  3,125.00 

10  39th  and  Wallace  streets.  .  41,480.00 

11  Hyde  Park  loop 12,600.00 

12  61st  street  and  Madison  avenue  6,900.00 

13  49th  street  and  Oakley  avenue. .  .  26,100.00 

14  Farrell  and  31st  streets 6,000.00 

15  Vincennes  road  and  Wentworth  avenue  78,450.00 


$767,900.00 

Real  estate  added  Oct.  26,  1906 327,466.00 

Total  Valuation $1,095,366.00 


336 


EXHIBIT  X. 


COTTAGE  GROVE  AVENUE  NORTH  OF  THIRTY-NINTH  STREET. 


3S'-*  5/ 


HKAL  ESTATE.  :W7 


COTTAGE  GROVE  AVENUE,  NORTH  OF  THIRTY-NINTH  STREET. 

Parts  of  lots  forty-one  (41)  and  forty-two  (42),  described  as  fol- 
lows: commencing  on  the  N.  line  of  lot  forty-one  (41)  at  the  E.  line 
an  alley  hereon  shown  being  146  feet  easterly  from  the  east  line  of 
said  lot  forty-one  (41);  150  9/10  feet  more  or  less  to  the  E.  line  of 
lot  forty-one  (41),  thence  southeasterly  along  the  east  line  of  lots 
forty-one  (41)  and  forty-two  (42) ;  215  5/10  feet  more  or  less  to  the 
N.  line  of  an  alley  hereon  shown,  thence  westerly  along  the  N.  side 
of  an  alley  hereon  shown  ISO  25/100  feet  more  or  less  to  the  E.  line 
of  an  alley  hereon  shown,  thence  northcily  along  the  easterly  side 
of  said  alley  212.9  feet  to  the  place  of  beginning;  said  lot  being 
marked  "A"  as  per  plat  of  Allerton's  subdivision  of  lots  forty-one 
(41)  and  forty-two  (42)  in  Ellis  east  addition  to  Chicago.  Lot 
forty-six  (46)  in  the  E.  part  of  Ellis  addition  to  Chicago;  also  lot 
six  (6)  in  the  County  Clerk's  division  of  lot  forty  (40)  and  parts  of 
lots  forty-one  (41)  and  forty-two  (42)  in  the  E.  part  of  Ellis  addition 
to  Chicago;  also  that  part  of  lot  forty-five  (45)  in  the  E.  part  of 
Elhs  addition  to  Chicago  described  as  follows :  Commencing  at  S. 
W.  corner  of  said  lot  forty-five  (45),  172.42  feet,  thence  northci'ly  at 
right  angles  with  said  S.  hne  of  said  lot  forty-five  (45),  twenty- 
two  (22)  feet,  thence  westerly  parallel  with  the  said  S.  lin(>  of 
said  lot  forty-five  (45)  to  the  W.  hne  of  said  lot,  thence  S.  on  W.  line 
of  said  lot  forty-five  (45)  to  i)lace  of  beginning,  and  also  the  N.  110 
feet  of  said  lot  forty-five  (45). 

Value,  Exclusive  of  Jmprorenients .  .  $134,000.00 


EXHIBIT  X. 


TWENTY-FIRST,  STATE  AND  DEARBORN  STREETS. 


L  o/s  3  i,  7e  9/o,f/  'z./3.'a  a   5  /c  fi/t   /oi'  5  8/ocA  33  of  c  r-  /Vi-w 
5ub.    of  8/o<^/^s   'r7  £  frac    5S  r^ac  i    5e&    2/    39     /^ 

-5? ! 


^O'-"" 


^ — 


■^5 


/o 


// 


3" 


/2 


i 

V-y./'^ '/,/,,., yy/^^ 


z/ 


3^ 


^ 

^ 


4  ^ 


Lots  three  (3),  six  (6),  seven  (7),  eight  (8),  nine  (9),  ten  (10), 
eleven  (11),  twelve  (12),  thirteen  (13),  fourteen  (14),  and  south  ten 
(10)  feet  of  lot  five  (5)  in  block  thirty-three  (33)  of  Canal  Trustees' 
new  subdivision  of  blocks  in  east  fractional  south  east  fractional 
quarter  of  section  21,  39,  14. 

Value,  Exdudve  of  Improvements $175,000.00 


REAL  ESTATE 


339 


ARCHER  AVENUE  AND  PITNEY  COURT. 


Thcif/    yOO/-/      of     B/ocM     /&      /y 


■3     of   ^/7/cctao     & 


0/oG^3      /e>   &/r    /A7    CT  5(^h     0/3     frac     5ec.    29  33 /^ 


That  part  of  block  sixteen  (16)  lying  south  of  Chicago  &  Alton 
Railroad,  in  McKenna  and  Maher's  subdivision  of  south  part  of 
blocks  sixteen  (16)  and  seventeen  (17)  in  the  Canal  Trustees'  sub- 
division of  south  fractional  section  29,  39,  14. 


Value,  Exclusive  of  Improvements 


$75,800.00 


340 


EXHIBIT  X. 


WABASH  AVENUE  AND  THIRTY-NINTH  STREET. 


L0/3    //o  9  /r?c/  //^SJ  /y  of  ^//^? 
or7a/  /o/s    /S- Z^  tr7c/.  fr^  h/ocM  3    0/ 
Fryor  a.  //o/ok/ry's   Suh.  /a?    Wi  0/ 
jy.W^    of  ^eo    3  38     /-^ 


'39^ 


-sF 


Z4- 


23 


22 


21 


20 


/9 


/e 


/7 


JS 


/5 


/4 


13 


'^//7//^/j*'y//y^ 


^ 


-I 


'^O^' 


TiT 


'/y. 


8 


I 


^ 


ll^iaCWMiiiW. 


<0 


// 


^ 


24^ 


a/g 


3^ 


Lots  one  (1)  to  nine  (9)  inclusive,  and  north  4oJ  feet  of  lot  ten 
(10),  in  l)l()ck  three;  (3)  of  Pryor  and  Hopkins  subdivision  of  W.  \ 
of  N.  W.  \  of  section  3,  38,  14. 


Yalue,  Exclusive  of  Improvements . 


$74,325.00 


lik'AL  ESTATE. 


341 


COTTAGE  GROVE  AVENUE  AND  FIFTY-FIFTH  STREET. 


Z0/5      2£    /o   33    ffoM  ,rTa/  /n   a/oc/r2 
/A7  /Pesuh.   0/  B/.  /2  a/  /PxcA^/  A  S^>^AsSu^ 


"J^ 


TJT 


5^ 


So' 


Tsm 


'^3 


'^S 


'^a 


-^z 


"^O 


39 


38 


3r 


3A 


3S 


Z~3 


\ 

0 

V3 


32      i 


.^L 


i-. 


3o 


Z9 


.^A. 


1 

i 


35'-" 


JZ. 


Id 


lA 


l3 


16 


n 


19 


.J£- 


-^^ 


JJ- 


.£-±. 


37r 


1^ : 


Lots  twenty-six  (26)  to  thirty-three  (33),  both  inclusive,  in  block 
two  (2)  in  resubdivision  of  block  twelve  (12)  of  Drexel  k  Smith's 
subdivision  of  W.  \  of  N.  W.  \  and  W.  \  of  the  W.  \  of  S.  AV.  \  of 
section  11,  38,  14. 


Value,  Exclusive  of  Improvements $38,400.00 


342 


EXHIBIT  X. 


STATE  STREET  AND  WABASH  AVENUE,  BETWEEN  FIFTY-FIRST 
AND  FIFTY-THIRD  STREETS. 


Lo/^S   /    /o/O/rfc/   tm    BJock  ^   of  John  P  0/,/7yerj  Suh-    Af- 
/rta  5.2 acr.es  of  ^he  //  /S  acKet  o/  ^ z  // wi  5*v^  ^c.  /0.38./4 
J.0/3   //&/£    B/ockZ   <afso   /0/3    9/0  zs/kZ'^   d/ock    Z 
all  in  C^arsv^^eZ/Ji    5uh     of  .5 /ic.,  e /c. 

fi/so   JoZ-  //A  /yi    £>ffo//C    B'^^nfs     5uh.    5    SAc^..    efc. 


17 


/e 


19 


V7^ 


%r 


t!l///////M/i///y 


13 


^ 


_^ 


10 


^ 


i 


i'j'Sifidjt^iiifi 


^ 


JL 


— 1 1 


^ 

^ 


REAL  ESTATE.  34:i 


STATE  STREET  AND  WABASH  AVENUE,  BETWEEN  FIFTY-FIRST 
AND  FIFTY-THIRD  STREETS. 

Lots  one  (1)  to  ten  (10),  inclusive,  in  block  two  (2)  of  John  P. 
dinger's  subdivision,  being  the  south  two  (2)  acres  of  the  north 
sixteen  (16)  acres  of  the  west  half  of  the;  northwest  ((uarter  of  the 
southwest  quarter  of  section  10,  39,  14.  Lots  eleven  (11)  and 
twelve  (12),  block  two  (2),  in  Carswell's  subdivision  of  five  (5)  acres, 
etc.  Also,  lot  eleven  (11)  and  north  ^  of  lot  ten  (10),  Brent's  sub- 
division, south  two  (2)  acres  of  the  north  eighteen  (18)  acres,  etc. 
Also,  lots  nine  (9)  and  ten  (10),  block  two  (2),  Carswell's  subdivision 
of  five  (5)  acres  in  northwest  J  of  southwest  J  of  section  10,  38>  14. 
Also,  lot  one  (1)  in  Brent's  subdivision  of  south  two  (2)  acres  of 
north  eighteen  (18)  acres  of  W.  |  of  N.  W.  I  of  S.  W.  \  of  section 
10,  38,  14. 

Value,  Exclusive  of  Improvements $38,500.00 


344 


EXHIBIT  X. 


WABASH  AVENUE  AND  STATE  STREET,  SOUTH  OF  SIXTY-FIRST 

STREET. 


f^/oT   shov^trxj  CC  f^y-  Cos  /orojoer/y 
i^ahasJ^     Ave. 


^ 
^ 


^ 

^ 
^ 


6/ 


^f 


6f 


^^///////////////////AV////////////M^/M 


'97  IS 

to 


''i'////y 


6 


'%. 


i^ 


,    'f>////y///,f7/////////^. 


3  ^ 


1 

k 
I 


33  ^ 


Z.o/s  3.  7  &  8  /n  8/ocM  3  of  /7.5./^a/rfc,k^ 
^<j6.   o/  //  /3y4oras  of  5  W4  of  5^4  3eo  /£  33  /4 
£7r}c/  »u6/o/9   /£k.2  fr7  /far/har/'s    5c/b    of  /o/s 

^  A  S    yr7   6  foe  A    3   of  Pct/r,cUs   3uh  of  ff  /3 

arc/^e9      e/o. 


Lots  threo  (3),  sovcii  (7)  and  eight  (S)  in  block  three  (3)  of  M.  S. 
Patrick's  subdivision  of  north  thirteen  (13)  acres  of  S.  W.  \  of  S.  ^^'. 
\  of  section  15,  38,  14,  and  sublets  one  (1)  and  two  (2)  in  Hulburd's 
subdivision  of  lots  four  (4)  and  five  (5)  in  block  three  (3)  of  Patrick's 
subdiN'isiou  ol'  thirteen   (13)  acres  in  section  15,  3S,  14. 


Yalue^  Exchisire  oj  Iiiijir(>rcmcnl> 


$27,370.00 


HEAL  EST  ATI:. 


SIXTY-NINTH  STREET,  BETWEEN  EMERALD  AVENUE  AND  HALSTED 

STREET. 


Zo/s  //o2^  /nc/.  /n  d/ock  ^  of  L-    W 
0e.cAs    5c^6    of  JWiof  5ec    2/  38  /4 


e9 


y*r 


^r 


\ 

^ 
X 

^ 

^ 


4  '       ^/? 

n 

f 

^^^^?^ 

■  1      47 

i 

2       .; 

1       4»6 

\ 

3         : 

•  ]      -^5 

^ 

1       4^ 

i 

^         ; 

1      ^3 

\ 

^      i 

1       ^^ 

\ 

7            i 

1       "^ 

\ 

«     ; 

1      <fo 

\ 

9 

39 

^ 

/o           ; 

1    3e 

/  r-     ^'     3 

,     jy   - 

1  '^1 

12          ; 

1       3& 

7/ 

/5          ; 

'      36 

\ 

la 

1      ^^ 

\ 

i£         ■■ 

1       B3 

\ 

'(>          '', 

'       3Z 

i 

/7       =: 

1       S' 

^ 

'8 

'       ^o 

% 

19        ; 

1       -^^ 

^. 

zo       ■■: 

1     zs 

^ 

2/ 

1     -^^ 

^ 

22      •; 

:;     2.      1 

k 

23      "<' 

r„     z^  „ 

J 

',XS-//24'//,.%\ 

ZC" 


5r 


Lots  one  (1)  to  twenty-four  (24),  inclusive,  in  ))lock  four  (4).  of 
L.  W.  Beck's  subdivision  of  the  southwest  \  of  section  21,  38,  14. 


Value,  Exclusive  of  Improvement 


$29,850.00 


346 


EXHIBIT  X. 


INDIANA  AVENUE,  SOUTH  OF  THIRTY-NINTH  STREET. 

y^z   Zo/  S  /n   3/o<^k    /of    Pry  or  3  /~^o^- 
k,n'5    3a  b.    o/    i^z  /y  l^i  of  5ec   J  3S   ^^ 


39 


TV 


5/ 


North  \  of  lot  five  (5)  in  block  one  (1)  of  Piyor  and  Hopkins'  sub- 
division of  the  west  \  of  the  northwest  \  of  section  3,  38,  14. 


Yalue,  Exclusive  oj  Improvements 


$3,125.00 


THIRTY-NINTH  AND  WALLACE  STREETS. 
Z0/3    2,  3  &  G    /r>    0/ocA  2  of   Toy /or    ^ 
/<re/g/j3     .3<^6.  of  fs  ff  i^4  Sec  ^  SS    /^ 


33  '^^   -3/ 

i  i 


1 


^% 


6 


'////////////Z  9Zi2S  '///////////A 


Lots  two  (2),  three  (3)  and  six  (6)  in  block  two  (2)  of  Taylor  and 
Kreigh's  subdivision  of  east  \  of  northwest  \  of  section  4,  38,  14. 


Value,  Exclusive  of  Improvements , 


$41,480.00 


REAL  ESTATE. 


347 


HYDE  PARK  LOOP,  OR  CABLE  COURT. 


Zo/s    /3&36    3.3//.  of /oh /Z&37  &  /r 

&/ock    S7  /r7  //ya/e    fcarrA .  Se^ng    cy  3^h     of 
pa^/s   of  Jec.   //,  /Z,a:/^,    33    f^ 


Lots  thirteen  (13)  and  thirty-six  (36),  south  three  (3)  feet  of  lots 
twelve  (12)  and  thirty-seven  (37)  and  north  ten  (10)  feet  of  lots 
thirty-five  (35)  and  fourteen  (14)  in  CorneH's  subdivision  of  block 
sixty-seven  (67)  in  Hyde  Park,  being  a  subdivision  of  parts  of  section 
11,  12  and  14,  38,  14. 


Value,  Exclusive  of  Improvements 


$12,600.00 


EXHIBIT  X. 


SIXTY-FIRST  STREET,  BETWEEN  MADISON  AVENUE  AND  SOUTH 

PARK  COURT. 

/.o/    /3  St  /^e'    3.£   JZofA  of /of  ZS   &    <a  par^ 

of  /o/    29    /n/C»f^f>s    Jo^/h    Par  A     /ic/o/. 


e/^^5^ 


Lot  eighteen  (18)  and  the  S.  E.  twenty  (20)  feet  of  lot  twenty-eight 

(28)  and  a  part  of  lot  twenty-nine  (29)  in  Keith'sSouth  Park  addition. 

Vahie,  Exclusive  of  Improvements $6,900.00 

FORTY-NINTH  STREET  AND  OAKLEY  AVENUE. 

6/oc-k  ^  ^■^    iJeo^a^   &  Wa^r/^er^  0oc//e>>^orc/  SoS.  o/'  3focA 
/<3  yrj      S/orte    A     l^/7//r7A/J    3u6    of    h//  3 £i    3ec    G   & 


^ 
-^ 


Block  two  (2)  in  (leorge  k.  Warner's  boulevard  .subdivisiOTi ;  a 
subdivision  of  block  eighteen  (IS)  in  Stone  and  Whitney's  subdivision 
of  W!  \  of  S.  E.  \  of  section  6  and  N.  \  and  W.  \  of  S.  E.  \  of  section 
7,  38,  14,  except  E.  seventeen  (17)  feet  of  lot  eighteen  (IS). 

Value,  Exclusive  of  Improvements $26,100.00 


REAL  ESTATE. 


349 


FARRELL  AND  THIRTY-FIRST  STREETS. 


3ci6-  o/ /o^ -as  of  3<scn^er-rya     5u6    of  hfes/ /oor/  o/   /o/~5    3/ock 

0/ Sa6/of  ^8  /n    S^a^^rrfs  SuS.  of  £.joc3r/  o/^ 9ame    /<?/ 
crncf  S/oc/^. 

Sec^  29.     39.    Z^- 


Su])lot  forty-nine  (49)  of  Scavcrn's  subdivision  of  W.  ])art  of  lot 
five  (5),  block  twenty-five  (25),  Canal  Trustees'  subdivision  frac- 
tional section  29,  T.  39  N.,  R.  14  E.  3rd  P.  M.  Also  sublot  forty- 
nine  (49)  and  part  of  sublot  forty-eight  (48)  in  Seavern's  subdivision 
of  E.  part  of  sam(»  lot  and  block.  Keeley's  subdivision  S.  part  of 
lot  six  (6),  block  twenty-five  (25)  Canal  Trustees'  subdivision  S. 
fractional  section  29,  39,  14,  lots  twenty  (20)  and  twenty-one  (21). 


Yalue,  Exdu.sive  of  Jmprovementi^ 


$6,000.00 


350 


EXHIBIT  X. 


VINCENNES  AVENUE,  WENTWORTH  AVENUE,  SEVENTY-SEVENTH 
TO  SEVENTY-EIGHTH  STREET. 


27'"  ^r 


JL 


5/ 


JL 


/S69    /^cres 


T ' 


'aui±'^> 


That  part  of  the  south  \  of  the  N.  \  of  S.  W.  \  of  the  S.  E.  \  of 
section  23,  T.  38  N.,  R.  14  E.  of  the  3rd  P.  M.  lying  E.  of  Vincennes 
avenue.  Also  that  part  of  the  N.  \  of  the  N.  \  of  the  S.  W.  \  of  the 
S.  E.  \  of  section  28,  aforesaid,  lying  E.  of  Vincennes  avenue. 

Value,  Exclusive  of  Improvements $78,450.00 


REAL  ESTATE 


SUPPLEMENTARY  INVENTORY  OF  REAL  ESTATE. 


SUBMITTED  OCTOBER  26,  1906. 


SUMMARY. 


Present 
Value 


69th  street,  between  Ashland  and  Marshfield  avenues . '  $45,350 .  00 

39th  street,  Emerald  avenue  to  Halsted  street 19,200 .  00 

38th  place.  Auburn  street  to  Gage  street 77,792.00 

38th  place,  Halsted  street  to  Auburn  street 84,224.00 

42nd  street  and  Wabash  avenue 9,000.00 

Armour,   Perr}-,   Wentworth   and   Yale   avenues,    be- 
tween 77th  and  79th  streets 91,900.00 

Total $327,466.00 


■2.  EXHIBIT  X. 

SIXTY-NINTH  STREET,  BETWEEN  ASHLAND  AND   MARSHFIELD 

AVENUES. 


Lots     / /o   '4S   ync/    d/o<^k  >5  of  £.C /.o,t?- 
of  3/oc/rs    / /o /^  inc/    arra/   A^z   o/  /e    fr? 


v—S-^- 


-^4- 


L__^^_J 


\^      t^    <X 


r 


^1 


I 


h 


4-3     ^ 


^3      ^ 


±- 


■4o    j 


39 


38      /, 


57 


36 


35      >"/ 
34      ^ 


33      I 


.2L 


^o_ 


(sl    ff  h 


I— ^ 


ji^^^^gy^^ 


f 


/g 


■^^ 


iZ 


t3 


J±. 


/5 


/* 


XL. 


i 


/^ 


/* 


eo 


zi 


2Z 


■^ 


"0 


<"» 


Zoli 


5/ 


Lots  one  (1)  to  forty-eight  (48),  inclusive,  in  block  five  (5)  of  E 
C.  Lamphere's  addition  to  Englewood,  being  a  subdivision  of  blocks 
one  (1)  to  fifteen  (15),  inclusive,  and  north  h  of  block  sixteen  (16) 
in  Seas'  subdivision  of  E.  J  of  S.  E.  \  of  section  19,  38,  14. 


Value,  Exclusive  of  I  in  prove  merits. 


$45,350  00 


REAL  ESTATE. 


353 


THIRTY-NINTH  STREET,  EMERALD  AVENUE  TO  HALSTED  STREET. 

I— c>~rs    \  TO     5    >xr^  c>  -4.e  -rc:>    5>o  irv4    ^v_ock  ^ 
oi^   r>-^o  F»h-iHr»=^3c3t>j     ,^*sr-«o   /<»sui_c:«  ~roi-4'e    >a.DoKj 


3»,  1-^. 


Lots  one  (1)  to  five  (5)  and  forty-six  (46)  to  fifty  (50)  in  block 
three  (3)  of  McPherson  &  Allerton's  addition  to  Chicago,  in  the  S. 
W.  i  of  the  S.  W.  \  of  section  33,  39,  14. 

Value,  Exclusive  of  Improvements $19,200.00 

THIRTY-EIGHTH  PLACE,  AUBURN  STREET  TO  GAGE  STREET. 


o 

J 

< 

bJ 

I 


OBISITCFl    l_V.I>»E    OF"    3S 


ST. 


; 

i 

^ 

,^ 

4 

^ 

a 

2 

-1 

sir 

— f— 

>tl 

.r  » 

8   liS.7 

6*1 


^S^^'^ST 


Block  twenty  (20)  in  Gage,Le  Moyne,  Hubbard  and  others  sub- 
division of  the  E.  i  S.  E.  1  section  32,  39,  14. 

Value,  Exclusive  of  Improvements $77,792.00 


354 


EXHIBIT  X. 


THIRTY-EIGHTH  PLACE,  HALSTED  STREET  AND  AUBURN  STREET. 


CCMT-EF?  i-\fslE    OF"  30"''^  ST.     » 


Block  nineteen  (19)  in  the  subdivision  of  Gage,  LeMoyne,  Hub- 
bard and  others,  of  the  E.  |  S.  E.  i  section  32,  T  39  N.,  R.  14  E.  of 
the  3rd  P.  M. 


Value,  Exclusive  of  Improrements. 


$84,224.00 


REAL  ESTATE. 


355 


FORTY-SECOND   STREET   AND   WABASH   AVENUE. 


P/^z^r  of  5ut^\/&y 
Of    /o/  /    orfo/   /^e    rfor-^/^    /O  /ee/  of  /o/ 
2^  //-7  6/o<zJr    /O   of   PryoK  ^/^c/   //o/oA:/r?*3 
3a 6 in  of  //?e    l/v^i  of  /f  hf4  of  3sc^.  3  38  /^ 


n  Cf 


Lot  one  (1)  and  the  north  ten  (10)  feet  of  lot  two  (2)  in  block  ten 
(10)  of  Pryor  and  Hopkins'  subdivision  of  the  W.  \  of  the  N.  W.  \ 
of  section  3,  38,  14. 

Value,  Exclusive  of  Improvements. $9,000.00 


356 


EXHIBIT  X. 


ARMOUR  AVENUE,  PERRY  AVENUE,  WENTWORTH  AVENUE  AND 

YALE  AVENUE,  BETWEEN  SEVENTY-SEVENTH  AND 

SEVENTY-NINTH  STREETS. 


/o 

3 

^ 

>  ^ 

8 

5 

6 

ZZjI 


TZr 


3-5 


J2L 


.12^ 


.^L. 


.^S- 


«  ^Q 


ii; 


PTT3 


Jl- 


^it^3__ 


40 

j    «J 

' — 1 — 

a  *7 

7 

«  ♦t 

3 

.  f^ 

4 

>  4-4 

£ 

4i 

6 

4* 

7 

.    4/ 

A 

/»o 

» 

39 

10 

3» 

,, 

.     a? 

it 

■     »« 

13 

S 
•^ 

iS 

;4 

'       A* 

ij 

■       »■* 

,i 

'      3Z 

/T 

-      31 

l» 

'      -3? 

19 

.    z5 

go 

20 

Zi 

27 

x-i. 

Q    2£ 

Zi 

1  ,?ff 

1 ft^ 

^ 


^1 


ZO    VI 


^  ^ 


\~% — ^ 


1^ 


I 


e>f. 


izs 


-79 


*-h 


3/: 


r{i:AL  ESTATi:.  357 


ARMOUR  AVENUE,  PERRY  AVENUE,  WENTWORTH  AVENUE  AND 

YALE  AVENUE,  BETWEEN  SEVENTY-SEVENTH  AND 

SEVENTY-NINTH  STREETS. 

Lots  one  (1)  to  forty-eight  (4S),  inclusive,  in  block  three  (3),  lots 
thirteen  (13)  to  thirty-six  (36),  inclusive,  in  block  five  (5),  and  lots 
one  (1)  to  forty-eight  (48),  inclusive,  in  block  six  (6),  all  in  Dean's 
subdivision  of  the  S.  E.  J  of  the  S.  E.  1  of  section  28,  T.  38  N.,  R. 
14  E.  of  the  3rd  P.  M.  Lot  seven  (7)  in  block  nine  (9)  of  Stewart's 
subdivision  of  N.  1  of  S.  E.  1  section  28,  T.  38  N.,  R.  14  E.  of  3rd  P. 
M.  Lots  twenty-three  (23)  to  twenty-eight  (28),  inclusive,  block 
ten  (10),  in  Banker's  resubdivision  of  block  ten  (10),  in  Stewart's 
subdivision  of  N.  i  of  S.  E.  \  of  sections  28,  38,  14.  Lots  one  (1)  to 
twenty-four  (24),  inclusive,  in  block  one  (1)  of  the  resubdivision  of 
blocks  one  (1),  two  (2),  three  (3),  and  four  (4)  in  Blake's  subdivision 
of  that  part  of  th(>  N.  h  of  the  S.  h  of  the  S.  W.  \  of  the  S.  E.  I  of 
section  28,  T.  38  N.,  R.  14.  Lots  one  (1)  to  twelve  (12)  and  lots 
thirty-seven  (37)  to  forty-eight  (48),  inclusive,  in  block  five  (5),  in 
Dean's  subdivision  of  the  S.  E.  \  of  the  S.  E.  \  of  section  28,  T.  38 
N.,  R.  14  east  of  the  3rd  P.  M. 

Value,  Exclusive  of  Improveinenls.  $91,900.00 


EXHIBIT  XI 

PATENT  RIGHTS 


EXHIBIT  XI. 

PATENT  RIGHTS. 
STATEMENT  OF  PATENT  RIGHTS. 

W.  G.  Price."  License  to  use  momentum  brake  without  cost  to 
the  C.  C.  Ry.  Co.,  dated  Aug.  20,  1896. 

Wm.  H.  Carter.  License  to  use  patent  coupler  and  drawbar  with- 
out cost  to  the  C.  C.  Ry.  Co.,  dated  Jan.  14th,  1897. 

AUington  &  Curtis  Mfg.  Co.  License  to  use  Morse  patents  for 
dust  collectors  without  cost  to  the  C.  C.  Ry.  Co.,  dated  August  23rd, 
1898. 

C.  E.  Moore  and  W.  H.  Carter.  License  to  use  single  motor  car 
truck  without  cost  to  the  C.  C.  Ry.  Co., dated  December  27th,  1899. 

A.  G.  Carlson.  License  to  use  car  fender  without  cost  to  the  C. 
C.  Ry.  Co.,  dated  July  3rd,  1899. 

C.  J.  Reilly.  License  to  use  side  guards  wdthout  cost  to  the  C.  C. 
Ry.  Co.,  dated  July  3rd,  1899. 

Solomon  McKeen.  Permission  to  use  device  for  reversing  trolley 
pole  (to  be  placed  on  electric  sprinklers)  at  cost  of  $50.00,  dated 
August  12th,  1897. 

A.  G.  Carlson.  License  to  use  controlling  device  for  electric 
motor  cars  without  cost  to  the  C.  C.  Ry.  Co.,  dated  Dec.  15th,  1899. 

Michael  O'Brien.  Assignment  to  C.  C.  Ry.  Co.  of  brake  operat- 
ing device  for  the  sum  of  one  dollar  and  other  considerations,  dated 
March  21st,  1901. 

Solomon  McKeen.  Assignment  to  the  C.  C.  Ry.  Co.  of  patent  of 
device  for  holding  the  steps  of  cars  in  position,  for  the  sum  of  $50.00, 
dated  August  21st,  1902. 

D.  A.  Faut.  License  to  use  device  known  as  "  disappearing  step  " 
without  cost  to  C.  C.  Ry.  Co.,  dated  August  2nd,  1905. 

John  J.  Nef.  License  to  use  air  brake  controlling  mechanism,  etc., 
without  cost  to  C.  C.  Ry.  Co.,  dated  Sept.  20th,  1905. 

Value $41,268.00 


EXHIBIT  XII 


ALL  CABLE  PROPERTIES  VALUED  AS  PART 
OF  AN  ELECTRIC  RAILWAY  SYSTEM 


EXHIBIT  XII. 

ALL  CABLE  PROPERTY  VALUED  AS  PART  OF  AN  ELECTRIC 
RAILWAY  SYSTEM. 

.    Comprising  the  following  divisions: 

12-A  CABLE  TRACK,  EXCLUSIVE  OF  SPECIAL  WORK; 

12-B  CABLE  TRACK  SPECIAL  WORK; 

12-C  ELECTRIC  TRACK,  EXCLUSIVE  OF  SPECIAL  WORK; 

12 -D  ELECTRIC  TRACK  SPECIAL  WORK; 

12-E  TRACKS  IN  CAR  HOUSES  AND  YARDS  AND  SERVICE  TRACKS; 

12-F  CAR  HOUSE  AND  YARD  SPECIAL  WORK. 


SUMMARY. 

Amount  to  deduct  for  track $1,633,299.00 

"       "         "  cable  ropes 32,980 .00 

"  cable  track  special  work 45,496.00 

"  cable  cars 171,037.00 

"  cable  power  plant  machinery.  262,836.00 


u  a 


.12,145,648.00 

Legal    expenses,  carrying    charges,  brokerage   and 
contingencies,  10% 214,564 .  80 

Total  Amount  to  Deduct $2,360,213 .00 

Total  present  value  of  physical  property  with  cable 

property  figured  as  an  operating  cable  railway    .  .  $18,614,705.00 

Deduct 2,360,213.00 

Present  Value  of  Physical  Property  ivith 
all  Cable  Properties  figured  as  part  of  an 
Electric  Railway  System'. $16,254,492 .00 


3G4  EXHIBIT  XII. 

CABLE  PROPERTY  FIGURED  AS  PART  OF  AN  ELECTRIC 

RAILWAY   SYSTEM. 

The  figures  covering  the  cable  property  of  this  company  in  Ex- 
hibit I  have  been  made  upon  the  basis  that  the  cable  propert}-  was 
an  operating  cable  railway  on  June  30,  1906. 

The  figures  contained  in  this  exhibit  are  made  upon  the  basis 
that  cable  operation  has  ceased,  and  the  tracks,  power  houses,  cars 
and  all  cable  equipment  are  estimated  at  their  value  when  consid- 
ered as  part  of  an  electric  railway  system. 

The  following  premises  have  been  taken  as  the  basis  of  estimat- 
ing the  first  cost  and  present  value  of  15.14  miles  of  cable  track 
whi:^h  has  been  considered  as  part  of  an  electric  railway  system. 

The  conduit,  drainage  system,  slot  construction,  etc.,  has  been 
considered  as  having  no  value,  excepting  the  scrap  value  of  the 
available  iron. 

In  consequence  of  this  interpretation  of  the  value  of  the  cable 
tracks,  the  cost  new  of  an  electric  track  has  been  substituted  for 
the  cost  new  of  cable  track  in  determining  its  value  as  an  electric 
track.  Class  C,  electric  track,  has  been  selected  as  the  correct 
type  to  use,  at  a  cost   new   of  $15,160.00  per  mile. 

It  has  been  assumed  that  the  cable  track  will  be  reconstructed 
into  electric  track  during  the  reconstruction  period,  and  four  years 
has  been  considered  a  liberal  time  to  cover  this  rehabilitation. 

It  has  been  determined  that  the  fair  average  life  of  an  electric 
track,  similar  to  Class  C,  is  20  years. 

Upon  the  above  basis,  the  present  value  of  the  cable  track,  fig- 
ured as  an  electric  track,  becomes  $15,160.00 

^T7 X  4  -f  the  scrap  value 

of  the  cable  track     and    vault    machinery,   -f  paving  outside  of 
right-of-way. 


CMiLK  I'ROI'FJrrV    VALUED  AS  PAliT  Oh'   AX   KI.FJTRIC  UAILWAY.         ^fir, 


DIVISION  12-A,  CABLE  TRACK. 

34.71  iiiik's  of  track  x  .$15160.  x  4  = $    105,241 .00 

20 

Scrap  Value  Per   Mile. 

Track  rails  125  tons  @  $11.00  $1,375.00 

Slot  rails  97    "       "     11.00    1,067.00 

336  joints  17    "       "     10.00       170.00 

Covers,  bolts,  etc.    77    "       "     10.00       770.00 

$3,382.00 
34.71  miles  scrap  in  cable  track  @  $3,382.00  =  117,389.00 

300  tons  scrap  machinery  in  vaults  @  $10.00  =  3,000.00 

Value  of  cable  track  operated  electrically  until  recon- 
structed   $    225,630.00 

Value  of  cable  track  figured  as  part  of  an  operating 

cable  railway $1,858,929.00 

Value  figured  as  part  of  an  electric  railway 225,630.00 

Amount  to  Deduct $1,633,299.00 

DIVISION  12-B,  CABLE  ROPES. 

In  figuring  the  cable  system  as  part  of  an  electric  railwa}',  the 
ropes  have  been  figured  as  scrap  at  $10.00  per  ton. 

Total  weight  of  aU  cables,  403  tons,  @  $10.00  =  $4,030.00. 

Value  of  cable  ropes  figured  as  part  of  an  operating  cable 

railway $37,010 .  00 

Value  as  part  of  an  electric  railway 4,030.00 

Amount  to  Deduct $32,980. 00 


366  EXHIBIT  XII. 

DIVISION  12-C,  CABLE  TRACK  SPECIAL  WORK. 

Cable  track  special  work  figured  as  an  operating  cable 

railway $53,761 .00 

Cable  track  special  work  figured  as  part  of  an  electric 

railway 8,265.00 

Amount  to  Deduct $45,496.00 

In  determining  the  amount  to  deduct  for  cable  track  special 
work,  the  value  of  the  superstructure,  $8,265.00,  has  been  allowed 
in  full. 

The  substructure,  $45,496.00,  has  been  entirely  depreciated,  and 
represents  the  amount  of  the  deduction. 

DIVISION  12-D,  CABLE  CARS. 

Total  Amount  to  Deduct  as  per  Car  and  Car 
Equipment  Nummary  Sheet,  Paye  199 $171,037.00 

DIVISION  12-E,  CABLE  POWER  PLANTS. 

Total  value  of  machinery  as  an  operating  cable  railway  $358,905.00 

"    part  of  an  electric  plant..         96,069.00 

Amcnint  to  Deduct $262,836.00 


a  i(        a 


CABLE  PROPERTY    YMVEh  AS  I'ART  OF  AS   ELECTRIC   RMLWAY 


CABLE  POWER  HOUSE  MACHINERY. 

FIGURED  AS  PART  OF  AN  ELECTRIC  RAILWAY. 
SUMMARY. 

Cost  New  To-day  Present  Value 

21st  and  State  streets ,1314,454.00     $  49,105.00 

52nd  and  State  streets 156,021.00        20,550.00 

55th  street  and  Cottage  Grove  avenue.  .      182,698.00        26,414.00 

Total  Value $653,173.00     %  96,069.00 

Total  Present  Value  of  cable  power  house  machinery 

figured  as  part  of  cable  railway $358,905.00 

Total  Value  figured  as  part  of  an  electric   railway.  .  .  .     96,069.00 


Total  Deduction  to  be  made  for  cable  power  house  ma- 
chinery when  figured  as  part  of  an  electric  railway. $262, 836. GO 


368  EXHIBIT  XII. 


TWENTY-FIRST  AND  STATE  STREET  CABLE  POWER  PLANT 
EQUIPMENT  COMPLETE. 

FIGURED  AS  PART  OF  AN  ELECTRIC  RAILWAY. 

Cost  New  To-day  Present  Value 

Machinery  foundations $  17,666.00     $    1,767.00 

Engines,  3  twin  units  (Green-Wheelocli)  .       69,880 .  00        13,976 .  00 
Engine,  1  high-speed  automatic  and  belt .         1,318 .  00  264 .  00 

Shafting,  pulleys  and  driving  belts  mak- 
ing connections  from  north  engines  to 

cable-winding  machinery  sets. , 16,080.00  3,216.00 

Cable-winding  machinery,  including  ten- 
sion   carriages,  sheaves,  ■  pulleys    and 

driving  gears 95,880.00         8,410.00 

Piping  and  covering 16,195 .  00         3,239 .  00 

Pumps 1,000.00  200.00 

Heaters 5,431.00         1,086.00 

Breeching    and    connections    (steel    and 

brick) 932.00  186.00 

Boilers  and  settings 38,600.00         7,720.00 

Stokers  (Murphy) ^ 18,400 .  00         3,680 .  00 

Coal  storage  hoppers 2,110.00  422.00 

Coal  and  ash-handhng  apparatus 1,405 .  00  281 .  00 

Miscellaneous  —  Oil  tanks,  oil  filters,  oil 
and  waste  machinery,  plant  gauges 
and  instruments,  etc.,  double- winding 
engine 970 .  00  194 .  00 


-$285,867.00     $44,641.00 
Organization,  engineering  and  incidentals 

10% 28,587.00         4,464.00 


Total  Value $314,454.00     $49,105.00 


CAULK  PliOPERTY    VMAIID  AS  I'ART  OF  .l.V   KLECTRIC  RAILWAY. 


FIFTY-SECOND  AND  STATE  STREET  CABLE  POWER  PLANT 
EQUIPMENT  COMPLETE. 

FIGURED  AS  PART  OF  AN  ELECTRIC  RAILWAY. 

Cost  New  To-day         Present  Value 

Machinery  foundations $18,553.00      $  1,855.00 

Engines,  2  twin  Wheelock  units 24,860 . 00  4,972 . 00 

Cable- winding  machinery,  including  ten- 
sion   carriages,    sheaves,    pulleys    and 

driving  gears 70,650.00  6,300.00 

Piping  and  covering 4,985.00  997.00 

Pumps 650.00  130.00 

Heaters 1,700.00  340.00 

Boilers  and  settings 10,650.00  2,130.00 

Stokers,  6  Roney 5,250. ()0  1,050.00 

Concrete  cistern 1,300.00  260.00 

Coal  and  ash-handhng  apparatus 2,115.0(1  423.00 

Miscellaneous — Oil  tanks,  oil  filters,  oil 
and  waste  machinery,  plant  gauges 
and  instruments,  etc.,  1  portable  ca- 
ble-winding engine.  1  hoisting  engine 
and  reel 1.124.00  225.00 

$141,837.00      $18,682.00 
Organization,    engineering    and    inciden- 
tals, 10^ 14,184.00         1,868.00 

Tolal  Value $156,021.00     $20,550.00 


370  EXHIBIT  XII. 


FIFTY-FIFTH  STREET  AND  COTTAGE  GROVE  AVENUE  CABLE  PLANT 
EQUIPMENT  COMPLETE. 

FIGURED  AS  PART  OF  AN  ELECTRIC  RAILWAY. 

Cost  New  To-day  Present  Value 

Machinery  foundations $  14,222.00     $  1,422.00 

Engines,  2  single-cylinder,  Wheelock ....       45,120 .  00         9,024 .  00 
Cable-winding  machinery,  including  ten- 
sion   carriages,    sheaves,    pulleys    and 

driving  gears 71,910.00  6,600.00 

Piping  and  covering 7,366.00  1,473.00 

Pumps 600.00  120.00 

Heaters 1,800.00  360.00 

Boilers  and  settings  (3  Hazleton) 17.550.00  3,510.00 

Stokers,  Roney 5,250.00  1,050.00 

Electric   lighting   equipment,    automatic 
engines,    Edison    generator,    1    panel 

switchboard 600.00  120.00 

Miscellaneous — 1  hoisting  engine,  1  single- 
cylinder  Westinghouse  engine,  reels 
and  shafting,  air  tanks,  oil  tanks, 
oil  filters,  oil  and  waste  machinery, 
plant  gauges  and  instruments,  etc  .  .  1,671.00  334.00 


.1166,089.00     $24,013.00 
Organization,    engineering    and    inciden- 
tals, 10% 16,609.00  2,401.00 


Total  Value $182,698.00     $26,414.00 


EXHIBIT  XIII 

FRANCHISES  AND  INTANGIBLE  VALUES 


CLAIMS  OF  THE  CITY. 

EXPIRED    FRANCHISES. 

Archp:k  AvEXur:: 

Hal^tod  str(>et  to  Western  avenue. 
^^^estel•n  avenue  to  39th  street. 

Ashland  Aveune: 

Archer  avenue  to  39th  street. 
39th  street  to  55th  street. 
55th  street  to  63rd  street. 
63rd  street  to  69th  street. 

Canal  Street: 

Archer  avenue  to  29th  street. 

Cottage  Grove  Avenue: 

City  hmits    (39th  street)  to  south  end  of  avenue. 

Dearborn  Street: 

20th  street  to  21st  street. 

Eighteenth  Street: 

State  street  to  Wabash  avenue. 

Forty-First  Street: 

West  line  of  State  street  to  east  hne  of  Cottage  Grove  avenue, 

Forty-Seventh  Street: 

Halsted  street  to  State  street. 
Halsted  street  to  Ashland  avenue. 
West  from  Ashland  avenue. 

Fifty-First  Street: 

State  street  to  Indiana  avenue. 
Indiana  avenue  to  Grand  boulevard. 

Fifty-Fifth  Street: 

West  line  of  State  street  to  east  end  of  street. 

Halsted  Street: 

39th  street  to  river. 
63rd  street  to  69th  street. 

Highways  : 

In  Town  of  Lake. 
In  Cook  county, 

Indiana  Avenue: 

City  limits  to  41st  street. 
39th  street  to  51st  street. 


374  EXHIBIT  XIII. 

EXPIRED  FRANCHISES— Continued. 

Jefferson  Avenue: 

55th  street  to  south  line  of  Willow  street. 

Madison  Street: 

Wabash  avenue  to  Michigan  avenue. 

Michigan  Avenue: 

Madison  street  to  Randolph  street. 

Randolph  Street: 

Michigan  avenue  to  Wabash  avenue. 
Root  Street: 

State  street  to  the  Stock  Yards  (expired  on  annexation). 
Sixty-First  Street: 

State  street  to  Wentworth  avenue. 

State  street  to  1,000  ft.  east  of  South  Park  avenue. 

Viaduct  between  State  street  and  Wentworth  avenue. 

Madison  avenue  to  60th  avenue. 
Sixty-Third  Street: 

West  line  of  State  street  to  east  end  of  street. 

Halsted  street  to  Wentworth  avenue. 

Ashland  avenue  to  Halsted  street. 
Sixty-Ninth  Street: 

Vincennes  road  to  Halsted  street. 

Halsted  street  to  Ashland  avenue. 

Ashland  avenue  to  Leavitt  street. 
Seventy-Ninth  Street: 

Vincennes  road  to  Halsted  street. 
State  Street: 

22nd  street  to  City  limits. 

City  limits  to  south  end  of  street. 

31st  street  to  39th  street. 

39th  street  to  55th  street. 

41st  street  to  61st  street. 

55th  street  to  63rd  street. 

63rd  street  to  Vincennes  road  (west  single  tiack). 
Stock  Yards  Dummy. 

Streets  on  any  Common  Highway  Except  Hyde  Park  and  Lake 
Avenue : 

Applies  only  to   the   actual   extension   from    Willow   street  to 
state  line. 
Twenty-First  Street: 

State  street  to  Dearborn  street. 
Twenty-Ninth  Street: 

Canal  street  to  Butler  street. 


r/..i/.w.s'  Oh'  THE  (iTy—i'XrinATiox  of  fhanci/isfs.  x75 


EXPIRED  FRANCHISES     Continued. 

Thirty-First  Street: 

Pitney  avenues  to  Lake  Park  avenue. 
Thirty-first  street  to  Throop  street. 

Thirty-Fifth  Street: 

Cottage  Grove  avenue  to  Stanton  avenue. 

Thirty-Eighth  Street: 

Archer  avenue  to  Kedzie  av(!nue. 

Thirty-Ninth  Street: 

State  street  to  Wentworth  avenue. 

Wentworth  avenue  to  Halsted  street  (south  single  track). 

Cottage  Grove  avenue  to  State  street. 

Throop  Street: 

31st  street  to  39th  street.    (No  such  franchise.) 

Van  Buren  Street: 

State  street  to  50  ft.  east  of  east  fine  of  Wabash  avenue. 

Vincennes  Road: 

State  street  to  69th  street. 
69th  street  to  79th  street. 

Wabash  Avenue: 

Randolph  street  to  Madison  street. 
Wabash  avenue  loop. 
Madison  street  to  Lake  street. 

Wallace  Street: 

26th  street  to  31st  street. 

Butler  street  from  29th  street  to  39th  street. 

Wentworth  Avenue: 

61st  street  to  63rd  street. 
39th  street  to  63rd  street. 
63rd  street  to  Vincennes  road. 

Willow  Street: 

West  line  of  Jefl'erson  street  to  east  end  of  street. 


37^  EXHIBIT  XIII. 

PURCHASE  FRANCHISES. 

Archer  Avenue: 

State  street  to  City  limits   (Halsted  street). 

Clark  Street: 

Randolpli  street  to  Polk  street. 
Polk  street  to  22nd  street. 

Cottage  Grove  Avenue:  • 
22nd  street  to  31st  street. 

Eighteenth  Street: 

Wabash  avenue  to  Indiana  avenue. 

Indiana  Avenue: 

18th  street  to  22nd  street. 
22nd  street  to  39th  street. 

State  Street: 

Lake  street  to  city  limits  (31st  street). 
Lake  street  to  Chicago  river. 
Lake  street  to  the  river. 

Twenty-Second  Street: 

State  street  to  Cottage  Grove  avenue. 

Van  Buren  Street: 

State  street  to  Southwestern  plank  road  (Ogden  avenue). 

FRANCHISES  EXPIRING  1906 

Cottage  Grove  Avenue: 

39th  street  to  67th  street,  (Nov.  8), 

Fifty-Fifth  Street: 

Cottage  Grove  avenue  to  Lake  avenue,  (Nov.  8). 

FRANCHISES  EXPIRING  1907. 
Center  Avenue: 

35th  street  to  31st  street. 

Fifty-Fifth  Street  Loop: 

Expires  with  the  street  forming  it. 

Forty-Third  Street: 

I.  C.  R.  R.  to  State  street. 
Jefferson  Avenue: 

55th  street  to  private  right  of  way  between  56th  and  57th 
streets. 

Lake  Avenue: 

From  private  right  of  wav  lu'tween  56th  and  57th  streets  to 
55th  street. 


(7,.l/.l/.s'  OF  THE  CITY —EX  PI  RATIOS'  OF  FRAXC/IISES.  :i77 

FRANCHISES  EXPIRING   1907     Continued. 

PiTXKY  Court: 

Archer  avenue  to  Chicago  A:  Alton  R.  U.  tracks. 

SixTY-FiKST  Street: 

Cottage  Grov(>  avenue  to  1,000  ft.  east  of  east  hue  of   South 
Park  avenue. 

Sixty-Third  Street: 

I.  C.  R.  R.  to  Cottage  Grove  avenue. 

State  Street: 

63rd  street  to  Vinccnncs  road  (east  single  track). 

Taventy-Second  Street: 
State  street  to  river. 

Twenty-Sixth  Street  : 

Halsted  street  to  Cottage  Grove  avenue. 

Thirty-Fifth  Street: 

State  street  to  Center  avenue. 

Thirty-Ninth  Street: 

Wcntworth  avenue  to  Halsted  street. 

FRANCHISES  EXPIRING  1909. 

Cottage  Grove  Avenue  : 

67th  street  to  L.  S.  &  M.  S.  R.  R. 
68th  street  to  71st  street. 

Keefe  Avenue: 

Anthony  avenue  to  South  Chicago  avenue. 

Rhodes  Avenue: 

South  Chicago  avenue  to  68th  street. 

Sixty-Eighth  Street: 

Rhodes  avenue  to  Cottage  Grove  avenue. 

Sixty-Ninth  Street: 

Vincennes  road  to  Anthony  avenue. 

South  Chicago  Avenue: 

Cottage  Grove  avenue  to  I.  C.  R.  R. 

FRANCHISES  EXPIRING  1912. 

Forty'-Seventh  Street: 

State  street  to  Cottage  Grove  avenue. 
Ashland  avenue  to  S.  Western  boulevard. 

Grace  Avenue: 

62nd  street  to  63rd  street. 


378  EXHIBIT  XIII. 

FRANCHISES  EXPIRING  1912— Continued. 

Madison  Avenue: 

64th  street  to  63rd  street. 

Sixty-First  Street: 

Cottage  Grove  avenue  to  Madison  avenue. 

Sixty-Second  Street: 

Stony  Island  avenue  to  Grace  avenue. 

Sixty-Third  Street: 

I.  C.  R.  R.  to  Stony  Island  avenue. 
63rd  street  loop. 

Sixty-Fourth  Street: 

Stony  Island  avenue  to  Madison  avenue. 

Stony  Island  Avenue: 

63rd  street  to  62nd  street. 
63rd  street  to  64th  street. 

Thirty-Fifth  Street: 

State  street  to  Rhodes  avenue. 
California  avenue  to  Center  avenue. 

FRANCHISES  EXPIRING  1913. 

Sixty-Third  Street: 

Ashland  avenue  to  Central  Park  avenue. 
Central  Park  avenue  to  Hyman  avenue. 

FRANCHISES  EXPIRING  1914. 

Center  Avenue: 

47th  street  to  63rd  street. 
63rd  street  to  75th  street. 

Halsted  Street: 

69th  street  to  79th  street. 

Sixty-Third  Street: 

Cottage  Grove  avenue  to  State  street. 
Cottage  Grove  avenue  to  C.  R.  I.  &  P.  R.  R. 

Wallace  Street: 

39th  street  to  Root  street. 


EXPIRATION  OF  FRA.WCIllSES.  379 

CLAIMS  OF  THE  CHK  AGO  CITY  RAILWAY  COMPANY. 

EXPIRED  FRANCHISES. 

Cottage  Grove  Avenue: 

City  limits   (39th  strcc^t)  to  soutli  end  of  avenue. 
Forty-First  Street: 

West  line  of  State  street  to  east  line  of  Cottage  Grove  avenue. 
Forty-Seventh  Street  : 

West  from  Ashland  avenue. 

Fifty-First  Street  : 

State  street  to  Indiana  avenue. 

Indiana  avenue  to  Grand  boulevard. 
Fifty-Fifth  Street: 

West  line  of  State  street  to  east  end  of  street. 

Highways  : 

In  Town  of  Lake. 
In  Cook  County. 

Indiana  Avenue  : 

City  limits  (39th  street)  to  41st  street. 
39th  street  to  51st  street. 

Jefferson  Avenue  : 

55th  street  to  south  line  of  Willow  street. 
Michigan  Avenue  : 

Madison  street  to  Randolph  street. 
Sixty-First  Street  : 

State  street  to  1,000  ft.  east  of  South  Park  avenue. 

Madison  avenue  to  60th  street. 
Sixty-Third  Street: 

W^est  line  of  State  street  to  east  end  of  street. 

Randolph  Street  : 

Michigan  avenue  to  Wabash  avenue. 

State  Street  : 

City  limits  to  south  end  of  street. 
31st  to  39th  street. 
39th  street  to  55th  street. 
55th  street  to  63rd  street. 

Streets  on  any  Common  Highway  Except   Hyde   Park   and 
Lake  Avenue: 
Applies  only  to  actual  extension  from  Willow  street   to  state 
line. 


3S0  EXHIBIT  XIII. 

EXPIRED  FRANCHISES— Continued. 

TwEXTY-NixTH  Street  : 

Canal  street  to  Butler  street. 

Thirty-First  Street  : 

Thirty-first  street  to  Throop  street. 

Thirty-Ninth  Street: 

Cottage  Grove  avenue  to  State  street. 

Throop  Street: 

31st  street  to  39th  street. 

Van  Buren  Street  : 

State  street  to  50  ft.  east  of  east  line  of  Wabash  avenue. 

Wabash  Avenue  : 

Randolph  street  to  Madison  street. 
Wabash  avenue  loop. 

Wextworth  Avenue: 

61st  street  to  63rd  street. 
63rd  street  to  Vincennes  road. 

\ViLLO\v  Street: 

West  line  of  Jefferson  avenue  to  east  end  of  street. 


PURCHASE  FRANCHISES. 

Archer  Avenue: 

State  street  to  City  limits.     (Halsted  street.) 

"Present  terminus  of  tracks  of  said  company"  (Halsted_^street) 

to  Western  avenue. 
Western  avenue  to  39th  street. 

Ashland  Avenue: 

Archer  avenue  to  39th  street. 
39th  street  to  55th  street. 
55th  street  to  63rd  street. 
63rd  street  to  69th  street. 

Canal  Street: 

Archer  avenue  to  29th  street. 

Center  Avenue  : 

35th  street  to  31st  street. 

Clark  Street: 

Randolph  street  to  Polk  street. 
Polk  street  to  22nd  street. 

Cottage  Grove  Avenue: 
22nd  street  to  31st  street. 


CLAIMS  OF  C.  C.   RY.  CO.— f-LX  PI  RATION  OF  FRA.WCHISFS.  ;5S1 

PURCHASE  FRANCHISES— Continued. 

Eighteenth  Street: 

State  street  to  Wabash  avenue. 
Wabash  avenue  to  Indiana  avenue. 

Forty-Seventh  Street: 

Halsted  street  to  State  street : 
Halsted  street  to  Ashland  avenue. 

Halsted  Street: 

39th  street  to  river. 
63rd  street  to  69th  street. 

Indiana  Avenue: 

ISth  street  to  22nd  street. 
22nd  street  to  39th  street. 

Madison  Street: 

Wabash  avenue  to  Michigan  avenue. 

Pitney  Court: 

Archer  avenue  to  Chicago  &  Alton  R.  R.  tracks. 

Root  Street: 

State  street  to  Stock  Yards. 

Sixty-First  Street: 

State  street  to  Went  worth  avenue. 

Permission  to  use  viaduct  between  State  street  and  Weutwoith 
avenue. 

Sixty-Third  Street: 

Halsted  street  to  Wentworth  avenue. 
Ashland  avenue  to  Halsted  street. 

Sixty-Ninth  Street: 

Vincennes  road  to  Halsted  street. 
Halsted  street  to  Ashland  avenue. 
Ashland  avenue  to  Leavitt  street. 

Seventy-Ninth  Street: 

Vincennes  road  to  Halsted  street. 

State  Street: 

Lake  street  to  city  limits.     (31st  street.) 

Lake  street  to  Chicago  river. 

Lake  street  to  the  river. 

22nd  street  to  city  limits. 

41st  street  to  61st  street. 

63rd  street  to  Vincennes  road  (west  single  track). 


382  EXHIBIT  XIII. 

PURCHASE  FRANCHISES— Continued. 

Stock  Yards  Dummy. 

Twenty-First  Street  : 

State  street  to  Dearborn  street. 
Canal  street  to  Butler  street. 

Twenty-Second  Street: 

State  street  to  Cottage  Grove  avenue. 

Thirty-First  Street: 

Pitney  court  to  Lake  Park  avenue. 

Thirty-Fifth  Street: 

Cottage  Grove  avenue  to  Stanton  avenue, 

Thirty-EiCxHTh  Street: 

Archer  avenue  to  Kedzie  avenue. 

Thirty-Ninth  Street: 

State  street  to  Wentworth  avenue. 
Wentworth  avenue  to  Halsted  street. 

Van  Buren  Street: 

State  street  to  Southwestern  plank  road  (Ogden  avenue) 

Vincennes  Road: 

State  street  to  69th  street. 
69th  street  to  79th  street. 

Wabash  Avenue: 

Madison  street  to  Lake  street. 

Wallace  Street: 

26th  street  to  31st  street. 

Butler  Street: 

29th  street   to  39th  street.     No  tracks  now  on  Butler  street. 

Butler  street  tracks   built  under  this  ordinance  from  29th  to 

31st  street  but  taken  up  under  ordinance  of  July  8,  1895. 

Wentworth  Avenue: 

39th  street  to  63rd  street. 

FRANCHISES  EXPIRING  LATTER  PART  OF  1906. 

Cottage  Grove  Avenue: 

39th  street  to  67th  street.     (Nov.  8th.) 

Fifty-Fifth  Street: 

Cottage  Grove  Avenue  to  Lake  avenue.     (Nov.  8th.) 


CLAIMS  OF  C.  a.  UY.  CO.—liXPlIiATIOX  OF  FltAXClllSES.  3«3 


FRANCHISES  EXPIRING  1907. 

Fifty-Fifth  Stui-:i:t  Loop. 
Forty-Third  Street: 

I.  C.  R.  R.  to  State  street. 

Jeffersoi^j  Avenue: 

55th  street  to  jirivate  right   of  way  between  oBth   and  o7th 
streets. 

Lake  Avenue: 

From  private  right  of  way  between  56th  and  57th  streets  to 
55th  street. 

Sixty-First  Street:    . 

Cottage  Grove  avenue  to  1,000  ft.  east  of  east  Hne  of  South 
Park  avenue. 

Sixty-Third  Street: 

I.  C.  R.  R.  to  Cottage  Grove  avenue. 

State  Street: 

63rd  street  to  Vincennes  road  (east  single  track). 

Twenty-Second  Street: 
State  street  to  river. 

Twenty-Sixth  Street: 

Halsted  street  to  Cottage  Grove  avenue. 

Thirty-Fifth  Street: 

State  street  to  Center  avenue. 

FRANCHISES  EXPIRING  1909. 

Cottage  Grove  Avenue: 

67th  street  to  the  L.  S.  &  M.  S.  R.  R. 
68th  street  to  71st  street. 

Keefe  Avenue: 

Anthony  avenue  to  South  Chicago  avenue. 

Rhodes  Avenue: 

South  Chicago  avenue  to  68th  street. 

Sixty-Eighth  Street: 

Rhodes  avenue  to  Cottage  Grove  avenue. 

Sixty-Ninth  Street: 

Vincennes  road  to  Anthony  avenue. 

South  Chicago  Avenue: 

Cottage  Grove  avenue  to  Ilhnois  Central  R.  R. 


384  EXHIBIT  XIII. 

FRANCHISES  EXPIRING  1912. 

Forty-Seventh  Street: 

State  street  to  Cottage  Grove  avenue. 
Ashland  avenue  to  Southwest  boulevard. 

Grace  Avenue: 

62nd  street  to  63rd  street. 

Madison  Avenue: 

64th  street  to  63rd  street. 

Sixty-First  Street: 

Cottage  Grove  avenue  to  Madison  avenue. 

Sixty-Second  Street: 

Stony  Island  avenue  to  Grace  avenue. 

Sixty-Third  Street: 

I.  C.  R.  R.  to  Stony  Island  avenue. 

Sixty-Third  Street  Loop. 

Sixty-Fourth  Strep:t: 

Stony  Island  avenue  to  Madison  avenue. 

Stony  Island  Avenue: 

63rd  street  to  62nd  street. 
63rd  street  to  64th  street. 

Thirty-Fifth  Street: 

State  street  to  Rhodes  avenue. 
California  avenue  to  Center  avenue. 

FRANCHISES  EXPIRING  1913. 

Sixty-Third  Street: 

Ashland  avenue  to  Central  Park  avenue. 
Central  Park  avenue  to  Hyman  avenue. 

FRANCHISES  EXPIRING  1914 

Centner  Avenue: 

47th  street  to  63rd  street. 
63rd  street  to  75th  street. 

Halsted  Street: 

69th  street  to  79th  street. 

Sixty-Third  Street: 

Cottage  Grovc!  avenue  to  State  street. 
Cottage  Grove  avenue  to  C.  R.  I.  &  P.  R    K. 

Wallace  Street: 

39th  street  to  Root  street. 


CLAIMS  OF  C.  C.  RY.  CO—EXPIRATIOX  OF  FR.WCIIISFS.  3S5 


FRANCHISES  EXPIRING  1915. 

Archer  Avenue: 

39th  street  to  51st  street. 

51st  street  to  south  48th  avenue. 

Forty-Seventh  Street: 

I.  C.  R.  R.  to  Cottage  Grove  avenue. 

Tracks   of   Company,    (presumably  S.  Western  boulevard)   to 
Archer  avenue. 

Fifty-Ninth  Street: 

State  street  to  Western  avenue. 

Kedzie  Avenue: 

38th  street  to  63rd  street. 

Morgan  (Formerly  Laurel)  Street: 
31st  street  to  39th  street. 

Sixty-Ninth  Street: 

Leavitt  street  to  Western  avenue. 

Twenty-Ninth  Street:  ' 

Butler  street  to  Wallace  street. 

Thirty-Eighth  Street: 

Archer  avenue  to  Central  Park  avenue. 

Throop  Street:  ' 

31st  street  to  Archer  avenue. 

W^ESTERN  Avenue: 

Archer  avenue  to  71st  street. 

FRANCHISES  EXPIRING  1916. 

Fifty-Seventh  Street: 

State  street  to  W^estern  avenue. 

Wentworth  Avenue: 

22nd  street  to  Archer  avenue. 
39th  street  to  22nd  street. 


386 


EXHIBIT  XIII. 


LIST  OF   STREETS  UPON  WHICH  ARE  LOCATED  TRACKS  OF  THE 
CHICAGO  CITY  RAILWAY  COMPANY. 


Archer  avenue 

Van  Buren  street 

Ashland     " 

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Cable  court 

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Wester] 

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38th 

u 

Lake  street 

39th 

u 

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43rd 

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47th 

a 

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51st 

a 

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55th 

a 

Pitney  court 

59th 

u 

Randolph  street 

61st 

u 

Rhodes  avenue 

62nd 

(C 

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63rd 

a 

South  Canal  street 

64th 

u 

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68th 

Cl 

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69th 

It 

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79th 

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392 


EXHIBIT  XIII. 


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PS  3      IC  IC  >C 


ROUTES. 


393 


„  J    '^  '=^  t^  <^l  'M  I-'  '^  (X)  lO  lO  <M  lO  O  Tj^  ^ 

£S    2  '^  ^  '"'  '^'  ^  ^  ^  ^'  ^  ^  ^  'm'  O  t" 


l^  l^  o  c 
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w  o  c;  c:  O  rc  X  'M  O  •M  o 

'X  --■  'M  '^  l"^  O  -r  'M  -f  X  V 

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394 


EXHIBIT  XIII. 


t— I  CO  CO  O 

LO    lO    ^H    T^ 


Ci  o 


lO  LO  o 

n  CO  o 


>0  t^  (M  O 

00  '^i  LO  o 


GO  00  '^i  Tfi 


t^  iM  Ol  iM 


'M  '^i  00  CO 
CO  00  ^  (^o 

t^io^r-Tco 

C5  -^  'M  -M 


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Tt<    -"^l    ^H 

tq^  lO^  l>-^ 

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395 


t^  CO  -* 
'*'  M  O 


•ES    30  Tf  -M 


"*  to  rfi  -rfl  -t< 
O  O  'M  'M  O 


:a   X  Ci  t^  ro  lo 


CO  (M  00 
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I>   CO^TJH^ 

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t^  o  »o  ^  I^ 

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396 


EXHIBIT  XIII. 


OiOOOCS'— iO(M'r-i»OOiOiOiO 


OOT^iC>OGOCOt>OOCO(MCZ)CO 


O  C/D  -^ 

o  o  o 


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=  ^    t^^TtiiOO'MCOt^'— ICOI^COOOO         lOO^- 

3s  i>>ooooicococ;0'— icoooiM(X)0      t^t^ic 

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GO  J;3  ■^-'  OC' 
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=  S   o  o  o  o  o  o  o  o  o  --^  --^  --^  --^  Ol  Ol  Ol       <M  OI 
°3    OOOOOOOOOOOOOOOC         O'O 


ROUTES. 


;iU7 


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398 


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l^  O  ^  OD  (M 

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'=    '-*  Ci  t^  O  -^  CI  O  X  O  Tfi 


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40C 


EXHIBIT  XJII. 


■cS    Ci  O  CO  ■— I  x  '^  'M  <^  'M         t^  LO 


2^    I^'MCOOt^'NCO'*Ci(MO'^ 
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^  to"  o"  cT  -^f  CO  '^S  •■-'  co^  of  o  i—T 
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n^  I-  r?: 


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o  X  i>.  -^  CO  CO  lo  ■*  oi  i^  o  -f  0-1 


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402 


EXHIBIT  XIII. 


C^l  -M  O  '^  :C  O 

O  CO  IX  O  ^  o 


■f5  t^  i^  CO  -!<  CO  01 


01  (X  Ol  Ol  w  X 

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418  EXHIBIT  Xin 


INCOME  ACCOUNT. 

FOR  YEAR  ENDED  JUNE  30,  1906. 
GROSS  EARNINGS- 


Ver 

far  Mile 


Passenger  receipts $7,502,420.52  $00,205.3 

Rece'pts  from  other  sources 80,936 .13  00 .  0022 

Total / $7,583,356.65  $00.2075 

TOTAL  EXPENSES. 

Operating  expenses,  taxes,  etc $5,839,254 .  81  $00. 1598 

Dividends 1,620,000.00  00.0437 

Surplus  for  year $    124,101.84  $00.0040 

MAINTENANCE  OF  WAY  AND  STRUCTURES. 

Maintenance  of  track  and  roadway $    .^06,309.67  $00.0155 

"     electric  line 44,083 .  10  00 . 0012 

"             "     cable,    conduit  and    ma- 
chinery   20,112.38  00.0014 

"     cable 106,799.58  00.0079 

"     buildings  and  fixtures...  .  50,860.85  00.0014 

Total    for    maintenance    of    wav    and 

structures '  .  .  .  $788,765.58  $00.0216 

POWER    PLANTS. 

Maintenance  of  steam  plant  (electric).  ...  $  22,114.58  $00.0010 

"       (cable) 8,254.98  00.0006 

"     electric  ])lant 5,469.75  00.0002 

"     cable  plant 6,198 .  98  00 .  0005 

Total  for  power  i)lants $      42,038.29  $00,011 

CARS,    MISCELLANEOUS  EQUIPMENT  AND    REPAIR  SHOPS. 

.\hiint(>nance  of  cars $")10,313.98  $00.0140 

"     miscellaneous  ('(pLpuiciit.  19,770.06  00.0005 

Miscellaneous  slio])  expenses 49,950.49  00.0014 

Total  for  cars — miscellaneous,  eciuip- 

ment  and  repair  shops $    580,034.53  $00.0159 


ISCOME  ACCOIW'T.  41!J 


OPERATION  OF  POWER  PLANTS. 


I'.T 

Cm  Milp 


Operation  of  power  plant  (electric) $    582,147 .  10     SOO  .()2.'):> 

(cable) 176,378.17      00.0130 


U  l( 


Total  for  operation  of  powei"  plant s .  .   %    7.58,.")25 . 27  SOO .  0208 

OPERATION  OF  CARS. 

Supt.  of  transportation $      o4,26S.  11  -SOO. 00 12 

Platform  wages  (electric) 1  ..3.37,715. 10  00.0581 

(cable) 503,679 .  83  00 .  0373 

Wages,  miscellaneous  car  service  employes          34,809.67  OO.OOOO 

car  house  employes 160,457.63  00.0044 

Car  service  supplies  and  expenses 162,572.48  00.0045 

Cleaning  and  sanding  track,  etc 68,783.92  00.0011 

Total  for  operation  of  cars $2,322,286.74  $00.0636 

Damages  and  damage  legal  expenses $    526,982 .  65  $00 .0144 

General  expense $    443,355.92  $00.0122 

SUMMARY. 

Maintenance  of  way  and  structures $    788,765.58  .$00.0216 

"     power  plant 42,038 .  29  00 .  00 1 1 

"  "     cars,  miscellaneous  ecjuip- 

ment  and  repair  sliops .         580,034  .  53  00 .  0159 

Operation  of  power  plants 758,525.27  00.0208 

"     cars 2,322,286.74  00.0636 

Damages  and  damage  legal  expenses.  .  .  .        526,982.65  00.0144 

General  expense 443,355.92  00.0122 

$5,461,988.98  $00.1496 

Taxes  and  interest 377,265.83  00.0102 

Total .$5,839,254.81  $00.1.598 


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422  EXHIBIT  XIII. 

DETERMINATION  OF  FRANCHISE  VALUES. 

The  general  method  used  in  determining  the  vahies  of  the  fran- 
chises is  as  follows : 

The  number  of  car  miles  run  over  the  tracks,  covered  by  a  given 
franchise  was  found,  together  with  the  gross  receipts,  for  the  year 
ending  June  30,  1906,  data  enabling  this  to  be  done  being  fur- 
nished by  the  railway  company. 

The  net  receipts  were  found  by  multiplying  the  gross  receipts 
by   approximately   0.30   as  is  hereinafter   explained. 

The  principal  which  it  is  necessary  to  support  from  these  net 
receipts,  was  found  by  multiplying  the  length  of  track  under  the 
franchise  by  the  average  value  per  mile  of  construction  on  the 
right  of  way  and  adding  to  this  an  amount  proportional  to  the  car 
miles.  This  last  amount  was  obtained  by  multiplying  the  car 
miles  by  a  number  which  represents  the  amount  of  investment 
other  than  that  on  the  right  of  way  per  car  mile  run  during  the 
year  ending  June  30,  1906. 

This  principal  was  supported  at  5%  from  the  net  receipts,  increased 
year  by  year  according  to  the  Arnold  factor,  and  the  present  values, 
as  of  January  1,  1907,  found  for  the  remainder.  The  sum  of  these 
present  values,  up  to  the  expiration  of  the  franchise,  gives  the 
value  of  the  franchise,  as  of  January  1,  1907. 

The  following  tabulation  and  its  accompanying  explanation 
shows  in  detail  the  method  used  and  the  results  obtained. 

Franchises  which  expire  before  January  1,  1908,  are  not  listed 
in  this  table,  as  their  value  is  included  in  the  value  of  the  right 
to  run  over  all  tracks  for  the  year  ending  January  1,  1908,  which 
is  found  separately. 

Only  such  franchises  as  have  earnings  reported  for  them  by  the 
company  are  found  in  the  table.  It  was  decided,  that  under  the 
existing  conditions,  those  franchises  which  show  no  earnings  should 
be  considered  as  of  no  value. 


Col.  15. 

$5,106 

1,117 

780 

283 

4,542 

2,291 

2,193 

8,350 

5,171 

467 

1,003 

201 

492 

3,329 

11,240 

3,719 

7,197 

3,510 

5,326 

8,992 

8,581 

11,173 

7,502 

1,988 

7,057 

3,529 

14,405 

8,199 

1,664 

697 

5,845 

707 

11,866 

196 

20,223 

7,113 


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rest. 
A.  29. 

es  of 
om  Jai 
ate  of 

1.30. 

eof  Pr 
nings 
lises  fo 
Jan.  1 

•3-2 

es  of 

Earn- 
rest  fo 
Jan. 

1.33. 

PS  of 
om  Jai 
iteof 

1.34. 

Valu 
eNet 
i  Inte 
—  Cc 

►2  s  o  = 

3  bt;  M 

mi 

3  tC  ii  60     rS 

^•^Q  .a 
^,i-2.|i 

|1j?s 

llii" 

i^t" . 

t^a 

"c-2  ffiWOM 

c^2  2tj 

^■o&-~ 

«  v^  ^O 

sl^f 

^J2~   ^S" 

1  2"  x-^ 

iiS^-wo 

l^§^2 

££a 

££,I';S"-S 

££n't4c3 

Col.  30. 

Col  31. 

Col.  32. 

Col.  33. 

Col.  34. 

Col.  35. 

$4,241 

$12,482 

360 

925 

396 

1,179 

143 

426 

2,300 

6,852 

1,140 

3,415 

1,568 

4,855 

9,172 

81,536 

$26,332 

$7,213 

$19,119 

$43,682 

3,485 

31,774 

11,863 

4,455 

7,408 

17,206 

593 

5,239 

1,633 

403 

1,230 

2,799 

1,273 

11,253 

3,509 

866 

2,643 

6.012 

255 

2,253 

703 

174 

529 

1,204 

638 

5,636 

1,749 

425 

1,324 

3,011 

2,336 

21,243 

7,841 

2,876 

4,965 

11,481 

8,650 

78,242 

27,985 

9,710 

18,275 

42,227 

1,705 

16,019 

6,923 

3,213 

3,710 

8,780 

3,484 

43,003 

13,772 

6,217 

7,555 

28,245 

522 

7,574 

4,342 

3,032 

1,310 

5.133 

1,746 

27,773 

8,511 

4,601 

3.910 

20.217 

7,895 

112,272 

24,357 

7,768 

16,589 

79,517 

11,320 

157,056 

30,885 

7,413 

23.472 

110,497 

6,337 

93,444 

23,255 

9,652 

13,603 

66,781 

284 

13,075 

7,600 

6,481 

1,119 

11.221 

19 

2,621 

1,900 

1,717 

183 

2.358 

8,175 

132,003 

23,110 

6.096 

17,014 

98.298 

1,511 

26,995 

6,354 

3,048 

3,306 

20.557 

7,346 

125,065 

27,893 

12,444 

15,449 

94.601 

-850 

-1,972 

6,150 

7,083 

-933 

502 

-738 

-8,786 

69 

1,437 

-1,368 

-5,960 

400 

6,776 

1,453 

602 

851 

5,101 

1,356 

23,283 

8,211 

5,704 

2,507 

10.907 

-314 

-3,741 

29 

611 

-582 

-2,540 

-2,835 

-29,041 

5,391 

10,250 

-4,859 

-18,699 

-77 

-1,033 

28 

169 

-141 

-740 

24,198 

443,476 

67,782 

17,469 

50,313 

343,772 

1,146 

29,975 
$1,483,147 

8,974 

6,144 

2,830 

24,674 

$1,036,904 

VALUE  OF  FRANCHISES. 


Ill 


Ills  liliaMs.  a2|sJ  z 

Ill  liilJlillliilHfi 


ft  liil  i  i^ 

lllli  lUi  1 


111  4h\ 


Cottage  Gbovi 

...67th 

,,L.S.  4M.S 

6-6-09 

1.02 

S42,426 

276,788 

15,3 

S12,865 

551,779  $.1815 

850,346  $102,125 

$5,106 

Oy 

.  6Slh  

.  .  7l8t  .      

6-  6-00 

.76 

5,632 

34,604 

16,3 

1,708 

$16,496 

12,536 

3991 

13,810 

26,346 

1,117 

0  ■ 

Keefe 

.  Anthony 

..  .S.  Chicago 

6-  5-09 

.22 

4,683 

30,042 

16.2 

1,476 

16,495 

3,629 

.3991 

11,990 

15,619 

780 

0 

Rhodes 

69th 

68th 

S.  Chicago  — 
Vincennes  . 

,  ,.68th 

fr-  5-09 

.08 

1,766 

10,905 

16.2 

635 

16,495 

1,320 

.3991 

4,.352 

5,672 

283 

0 

6-  5-09 

1  28 

28.288 

174,758 

16  2 

8,678 

16,495 

21,113 

.3991 

69,746 

90.S59 

4,542 

Rhodes.. 

,  Cottage  Grove. . . 

6-  6-09 

.64 

14,138 

87,363 

16  2 

4,287 

16,405 

10,557 

.3991 

34,862 

45,419 

2,291 

0 

S.  C'Hir.f;.. 

...I.e.  R.  K 

7-  1-09 

1.38 

16,599 

52,883 

31.2 

5.033 

16,495 

22,763 

.3991 

21,106 

43,869 

2,193 

1 

47th 

Sl:iu'. 

Cottage  Grove  . . 

3-21-12 

i.gg 

83,732 

336,230 

24.9 

26,390 

16,495 

32,825 

.3991 

134,1.89 

167,014 

8,350 

3 

.\.|il.iii.| 

S.  W.  Blvd 

3-21-12 

2.00 

37,723 

175,815 

21.5 

11,4.39 

16,495 

32,900 

.3991 

70.168 

103,16S 

6,171 

3 

M^BlMiS 

l.lll 

I)3rd 

3-21-12 

.14 

5,193 

17,639 

29-4 

1,575 

16,495 

2,309 

.3991 

7,040 

9,349 

467 

3 

S3nJ. 

1  1-  l;    I; 

.Stony  Island 

3-21-12 

.30 

ll.l.W 

37.fi05 

29  4 

3,383 

16,495 

4,948 

.3991 

15,128 

20,076 

1,003 

3 

64th 

St.niv  WliiiI 

M...,Ii'nn 

3-21-12 

.06 

-J'i   4 

678 

16.495 

000 

,3991 

3,034 

4,024 

201 

3 

Stony  Island 

. . , 03nl      .    . 

IWtti 

3-21-12 

.14 

'■'   4 

1,686 

16,495 

2,309 

.3901 

7,641 

9,850 

402 

3 

35th     

Slnlc 

I;1i,m|i,- 

3-21-12 

1.22 

J  1   '■  ■ 

7  1    4 

7,551 

16,495 

20,124 

.3991 

46,459 

66,583 

3,329 

3 

California 

(   |,td|. 

3-21-12 

4.00 

7  J     I 

26.984 

16,495 

65,980 

.3991 

158,8.34 

224.S14 

11,240 

3 

6l6T  

.  Cottage  Grove 

...M.UI1.-.UU 

3-21-12 

1.54 

li,li-5 

16.495 

25.402 

,3991 

4s,fl!)2 

74  3il4 

3,719 

:i 

63rd  

.  Ashland 

.  Centrall'nrk.. 

.  Central  Park     , , 
.    Hyman 

6-19-13 
.      3-13-13 

4.99 
3  12 

1;;^.!^ 

7-     1 

1.1,7'7'J 

16.495 
16.495 

82,310 
51,464 

-3991 
.3991 

"':Z 

'-H^'u'i 

'    -,"m 

1 

Center  Ave.. 

63rd 

.  75th 

7-10-14 

2.95 

^  7117 

16,495 

48,660 

,3991 

Halsted 

.  69th 

.79th 

7-16-14 

2,51 

7  7   17 

, !.,  -  :i 

71  4sli 

16.496 

41,402 

3991 

7IV  !77 

I7'i  ^  1  ( 

63nD  

.  Cottage  Grove 

.  ..C.  R.I.4P 

.      7-16-14 

2.34 

7'i     1 

29.7,S0 

16,495 

38,698 

,3991 

133,1127 

ITj.CL'.'i 

S,.5SI 

6 

Center  

. . .  47th     

63rd. 

7-10-14 

4  00 

22,423 

10,495 

65,980 

.3991 

157.4S2 

2.'i3,4U2 

11,173 

6 

.  39th      ... 

51st 

7-  8-15 

5.31 

7,328 

16,496 

84,619 

,3991 

65,47)0 

150,055 

7,502 

7 

,  SlstSt 

4Stll  Avp 

7-15-15 

1.36 

1    \l 

1,832 

16,495 

22.433 

,3991 

17,337 

39,770 

1,988 

7 

47T1I  .  '...'..'.. 

.    .I.e.  li,  II, 

7-  8-15 

1.60 

7,,  ,- 

77    (1 

22,283 

16,496 

26,392 

.3991 

114,760 

141,152 

7.057 

7 

.S.  W.  Hlv.l 

\r-  1,. 

7-  8-15 

2.00 

7  1     1 

0,127 

16,495 

32,990 

,3991 

37,604 

70,694 

3,529 

7 

59th  

.State, 

\\.,-l.,,r. 

7-  8-16 

5.50 

7  ',1 

26,895 

10,495 

90,722 

.3991 

197,391 

288,113 

14,405 

7 

Kedzib 

,  38th  , 
-     31st 

'■'it'll 

7-  8-15 
2-  4-16 

6.26 
2.00 

'"'";;, 

;lii   1 

5,930 
69 

16,495 
16,495 

103,259 
32.990 

,3991 
.3991 

00,739 
291 

163,998 
33,281 

8,199 
1,664 

7 

Morgan 

6 

29th  .  , 

.  ,   liutler 

Wallace 

7-  8-15 

.25 

4,l'il!) 

21  (11)5 

I,S,S 

1,401 

16,496 

4,124 

.3991 

9,820 

13,944 

697 

7 

38th  

.  .  ,  Arclicr . , 

,  Central  Park 

.      7-  8-15 

2.80 

26,110 

177.481 

14.7 

7,917 

16,496 

46,186 

,3991 

70.833 

116,910 

5,845 

7 

Throop 

31»t  .    , 

Archer  

.      2-  4-16 

.85 

94 

310 

30  3 

28 

16,405 

14,021 

,3991 

124 

14,145 

707 

6 

7l8t 

7-  8-16 

8  47 

17,142 
89 

244,580 

7.0 

5,198 

16,495 

139,712 

,3991 

97,612 
121 

237,324 

11,866 

Wentworth  . . 

...22nd 

Archer 

7-  C-16 

,23 

303 

29.4 

27 

16,495 

3,794 

.3991 

3,915 

196 

8 

.     39th  .      . . 

22nd 

7-  6-16 

3  98 

215,534 

848,981 

25.4 

65,357 

16,496 

66,050 

.3991 

338,828 

404,478 

20,223 

8 

5UT..    

State 

Wratern 

7-  0-10 

4,5S 

28,535 

169,058 

10.8 

8,053 

16,406 

74,557 

,3991 

67,711 

142,268 

7,113 

8 

52,309      $4,241         $12,482 


6.852 
3,416 
4.855 


S     UzSi 


$43,682 
17,206 
2,799 
6,012 
1,204 
3,011 
11,481 
42,227 
8,780 
28,245 


18,276 
3,710 
7.555 
1.310 
3.910 
10,580 
23,472 
13,603 
1,119 


20,217 
79,517 
110,407 
66,781 
11,221 
2,358 


-2,540 

-18,099 

-740 

343,772 

24,074 


r 


T'.4Lt'-1770.V  OF  FRASCIIISES.  423 

EXPLANATION  OF  THE  FOREGOING  TABULATION. 

Column  No.  1  gives  the  name  of  the  street  which  is  cdveivd  I»v 
the  franchise. 

Columns  No.  2  and  No.  3  give  the  hniits  of  tlie  franchises. 

Column  No.  4  gives  the  dates  at  which  the  franchises  expire. 

Column  No.  5  gives  the  number  of  miles  of  single  track  operated 
under  the  provisions  of  the  franchises. 

Column  No.  6  gives  the  gross  earnings  of  the  tracks  o))erated 
under  the  franchise  during  the  year  ending  June  80,  1906. 

Column  No.  7  gives  the  car  miles  run  over  the  tracks  operated 
under  the  franchises  during  the  year  ending  June  30,  1906. 

The  items  in  columns  No.  6  and  No.  7  were  derived  from  data 
furnished  by  the  railwa}^  compan}'.  They  furnished  a  schedule 
showing  their  routes,  the  number  of  trips  made  over  each  route 
for  the  year  mentioned,  and  the  receipts  for  the  various  routes 
for  the  same  period.  From  this  data  it  was  possible  to  compute 
the  number  of  car  miles  run  on  the  tracks  covered  by  the  various 
franchises,  and,  assuming  that  the  earnings  are  proportional  to 
the  car  miles,  the  amount  of  earnings  for  the  track  under  each 
franchise  was  determined.  These  amounts  are  entered  in  columns 
No.  6  and  No.  7,  as  before  stated. 

Column  No.  8  gives  the  earnings  in  cents  per  car  mile  for  the 
section  covered  by  the  franchises.  This  item  is  not  used  in  figuring 
the  franchise  values,  but  is  inserted  for  the  information  it  may  give. 

Column  No.  9  gives  the  estimated  net  receipts  for  the  year  ending 
June  30,  1906,  and  was  determined  by  multiplying  the  gross  re- 
ceipts found  in  column  No.  6  by  0.30323.  This  factor  was  derived 
as  follows:  The  Commission  decided  that  30%  of  the  gross  earn- 
ings should  be  considered  as  net  earnings,  but,  inasmuch  as  we  are 
dealing  only  with  passenger  earnings  under  the  franchises,  and 
the  company  has  a  considerable  income  other  than  passenger 
earnings,  it  is  necessary  to  increase  this  percentage  when  applied 
to  passenger  earnings,  in  order  to  make  them  take  care  of  this  other 
income. 


424  EXHIBir  XIII. 

The  passenger  receipts  for  the  year  ended  June  30,  1906,  were 
$7,502,420.52,  and  the  receipts  from  other  sources  were  $80,936.13, 
making  $7,583,365.65  as  the  total  receipts  for  the  year.  The 
ratio   betweenTthe  passenger  receipts   and   the   total   receipts,   or 

7  583  356 

-'-..^'^^^  1.01078    and]  30%    multiplied    by    this    number    gives 

30.323%  as  the  portion  of  passenger  earnings  to  be  considered  as 
net  earnings  when  dealing  with  passenger  receipts  only. 

Column  No.  10  gives  the  values  per  mile  of  that  part  of  the  physical 
property  of  the  railway  company  which  is  actually  upon  the  street. 
It  is  an  average  value,  and  is  determined  as  follows: 

ELECTRIC  TRACK. 

Plus  10%  for  Value  per 

Value  Incidentals, etc.  Miles  Mile 

Electric  track $1,880,712 

Special  work 365,715 

Bonds 63,741 

$2,310,168  $2,541,185  183.525  $13,846.53 

Overhead  work 294,663       324,129  193 . 58  1,674 .  39 

Paving  outside  of  right 

of  way 162,511        178,762  183.525  974.00 

Average  Value  per  Mile  of  ySimjle  Track  Construciion.  .  .  .    $16,495.00 

CABLE  TRACK. 

Plus  10%  for  Value  per 

Value  Incidentals, etc.  Miles  Mile 

Cable  track $1,895,939 

Special  work 53,761 

$1,949,700  $2,144,670       34.71      $61,788.00 

Average  Value  per  Mile  of  Single  Track  Construction .  .    $61,788.00 

Column  No.  11  gives  the  products  of  the  items  in  colunms  No. 

8  and  No.  10.     The  items  are  the  values  of  the  construction  on  the 
streets  covered  by  their  respective  franchises. 

Column  No.  12  gives  the  amounts  of  investment  (other  than 
street  construction)  per  car  mile,  which  the  company  had  to  su])- 
jjort  from  the  earnings  per  car  mile. 


WM.IATIOX  OF  FliAXCHISKS  42^ 

The  value  of  tlic  ])r()i)ei-ty  lothci'  than  street  construction)  per- 
taining exchisively  to  eh'ctric  traction,  was  divided  by  the  electric 
car  miles,  and  the  value  of  the  property  necessary  to  both  cable 
and  electric  traction  was  divided  by  the  total  car  miles  run  in  the 
year  ending  June  30,  1906.  The  sum  of  these  two  amounts  gives 
a  quantity,  which,  multiplied  by  the  car  miles,  gives  the  part  of 
the  value  of  the  power  houses,  feeders,  barns,  etc.,  which  the  par- 
ticular franchise  must  support.  The  following  schedules  show 
how  these  constants  were  derived. 

ELECTRIC  LINES. 

I'loijerty  useful  only  to  an  Plus  10%  for  Electric 

Electric  Line  Value  Incidentals, etc.  Car  Miles  Constant 

Overhead  construc- 
tion in  barns  .  .  .        .117,981.16 

Feeders,  poles  and 

conduits 1,068,040.56 

Elec.     car     bodies, 

open 261,526.00 

Elec.     car    bodies, 

closed 388,503.00 

Elec.     car    bodies, 

semi-convertible     1,270,868 .  00 

Elec.  trucks 319,767.00 

Elec.     a  i  r     t)rake 

equipment 149,896.00 

2-motor  ecjuipment" 
4-motor  equipment  L  595  934  OO 
Extra  controhers.     '^   ''  ■"  '"' 
Extra  armatures. 

Electric  heaters.  .  .  79,098.00 

Elec.  power  plants.     1,010,111 .  00 
Storage        battery 

plant 77,000.00 

Booster  set 8,211.00 

Elec.    machinery, 
21st    and    State 
Sts 8,704.00 

$6,184,939.72  $6,803,433.00  23,014,737    $.2956 


426  EXHIBIT  XIII. 

ELECTRIC  LINES.— continued. 

Property  useful  to  both  Plus  10%   for  ^Total 

Electric  and  Cable  Lines  Value  Incidentals,  etc.  Car  Miles  Constant 

Misc.  supplies S52 1,257 .  75 

Buildings,  exclu- 
sive of  power 
houses 1,149,205.00 

Service  track,  etc. .  209,423 . 00 

Telephone  system  .  3,833 .  32 

Mail  cars 7,602.00 

Work  cars 40,526.00 

Fare  registers 26,813 .  00                         __     , 

Track   and   wagon 

scales 3,774.00 

Tools,  implements, 

etc 198,183.00 

Office  furniture....  46,180.14 

Horses,  wagons,  etc.  29,110 .  00 

Real  estate 1,095,366.00 

Patent  rights 41,268.00 

Sweepers,      salters 

and  plows 40,969.00 

Total $3,413,510.21  $3,754,861.23  36,282,497  $.1035 

Investment  per  Electric  Car  Mile $.3991 

CABLE  LINES. 

Property  useful  only  to  Pius  10%  for  Cable 

a  Cable  Line  Value  Iiicidentals.etc.         Car  Miles  Constant 

Power  houses $501,669.00 

Grip  cars 102,029.00 

Trailers 306,561.00 

Stoves 14,056.00 

Pintsch    gas    ('(iiii])- 

ment 16,690.00 

$941,005.00  $1,035,106  13,267,760  $.07802 


VALUATION  OF  FUANClliSKS.  427 


CABLE  LINES— Continued. 


Pi-oi>erty  useful  to  both  Electric  Plus  10%  for  Total 

and  Cable  Lines  Value  Incidentals.etc.         Car  Miles         Constant 

Misc.  supplies $521,257 .  75 

Buildings,  exclusive  of 

power  houses 1,149,205.00 

Service  track 209,423.00 

Telephone  system ....  3,833 .  32 

Mail  cars 7,602.00 

Work  cars 40,526.00 

Fare  registers 26,813 .  00 

Track  and  wagon  scales  3,774 .  00 

Tools,  implements,etc.  198,183.00 

Office  furniture 46,180 .  14 

Horses,  wagons,  etc. .  .  29,110.00 

Real  estate 1,095,366.00 

Patent  rights 41,268.00 

Sweepers,   salters  and 

plows :..  40,969.00 

Total $3,413,510.21  $3,754,861  36,282,497  S.1035 

Investment  per  Cable  Car  Mile $.18152 

The  cable  car  miles  used  above  are  less  than  those  reported  by 
the  company. 

This  is  due  to  the  fact  that  the  State  street  cable  was  allowed  in 
their  report,  249,645  car  miles  for  towing  electric  cars  over  cable 
tracks,  without  transferring  a  portion  of  the  earnings  of  these 
towed  cars  from  electric  to  cable  car  earnings.  The  figure  249,645 
was  therefore  deducted  from  the  total  number  of  cable  car  miles 
as  reported  by  the  company. 

Column  No.  13  gives  the  })roduct  of  the  car  miles  in  column  No. 
7  and  the  factors  in  column  No.  12.  The  amounts  in  this  co'.umn 
are  the  part  of  the  investment  for  power  houses,  rolling  stock, 
etc.,  which  must  be  supported  by  earnings  under  the  various  fran- 
chises. 


42S 


EX  HI  HIT  Kill. 


Column  No.  I4  <^iv('s  the  .sums  of  the  items  in  columns  Xo.  11 
and  No.  13.  Tho  amounts  in  this  column  arc  the  total  amounts 
of  the  investment  which  must  be  supported,  at  5%  inttu'est,  from 
the  eai-nings  under  the  various  franchises. 

Column  No.  15  gives  1  year's  interest  at  5%,  on  the  amounts  in 
column  No.  14. 

Column  No.  16  gives  the  time  which  the  franchises  have  to  run 
after  June  30,  1908,  or  the  time  which  the  franchises  have  to  I'un 
after  Januarj^  1,  1907,  less  18  months.  The  first  result  desir(>d  was 
the  value,  as  of  January  1,  1907,  of  all  unexpired  franchises  to 
the  date  of  their  expiration,  combined  with  the  right  to  run  over  all 
tracks  for  the  period  of  18  months.  For  that  reason  we  found  the 
value  of  that  portion  of  the  franchise  time  which  extended  lieyond 
the  18-months  period  and  then  added  this  amount  to  the  value 
of  an  18-months  right  to  run,  giving  the  total  desinnl. 

Column  No.  17  gives  the  present  values  of  the  probable  net 
earnings  for  the  number  of  whole  years  which  the  franchise  has 
to  run  after  June  30,  1908.  These  amounts  are  found  by  affecting 
the  net  earnings  for  the  year  ending  June  30,  1906,  by  the  Arnold 
factors,  year  by  year,  and  finding  the  present  value  of  the  money 
also  year  by  year. 

The  Arnold  factors  were  derived  fi'om  the  following  table  copied 
from  the  Arnold  ]{e])ort  No.  6,  page  11,  showing  the  ])rol)able 
increase  in  earnings,  due  to  the  growth  of  the  city: 


Year  ending  June  30,  '06.  . 

Jan.  1, '07.. 

Jan.  1,  '08.. 

Jan.  1, '09.. 

Jan.  1,'10.. 

Jan.  1,  '11.. 

Jan.  1, '12.. 

Jan.  1, '13.. 

Jan.  1, '14.. 

Jan.  1, '15.. 

Jan.  1,'16., 

Jan.  1.  '17.. 


Probable  Eaiii- 

.Vrnold 

iiiK'*,  all  roads 

lattoi- 

27,900,000 

28,500,000 

.02150 

29,800,000 

.()C)810 

31,200,000 

.11827 

32,700,000 

. 17204 

34,300,000 

.22939 

36,000,000 

.29032 

37.800,000 

.35483 

39,600,000 

.41935 

41,400,000 

.48387 

43,200,000 

.54838 

45,000. 000 

.61290 

VALUATIOX  OF  FRAXc/l ISKS.  429 

The  Arnold  factor  is  tlu;  ratio  between  the  earnings  for  the  year 
ending  June  30,  1906,  and  those  for  the  other  years  mentioned. 
Since  the  net  receipts  are  taken  as  a  constant  percentage  of  the 
gross  receipts,  the  probable  net  receipts  for  any  year  will  be  found 
by  multiplying  the  net  receipts  for  the  year  ending  June  30,  1906, 
by  the  Arnold  factor  for  the  year  in  (luestion. 

By  interpolation,  the  following  table  was  prepared  from  the 
previous  one,  and  is  used  in  cases  where  it  is  more  convenient: 

Probable  Earn-  Arnold 

ings,  all  roads  P'actor 

For  the  vear  ending  June  30,  '06 27,900,000 

"■^     "         "  June  30,  '07 29,150,000  1. 04480 

"       "       "     .     "  June  30,  '08 30,500,000  1.09318 

"  June  30,  '09 31,950,000  1.14516 

"       "       "         "  June  30, '10 33,500,000  1.20071 

"  June  30,  '11 35,150,000  1.25986 

"       "       "         "  June  30, '12 36,900,000  1.32258 

"  June  30, '13 38,700,000  1.38709 

"  June  30, '14.  40,500,000  1.45161 

"       "       "         "  June  30,  '15 42,300,000  1.51612 

"  June  30, '16 44,100,000  1.58064 

"  June  30,  '17 45,900,0(30  1.04516 

As  before  stated  column  No.  17  deals  only  with  the  number  of 
whole  years,  the  odd  days  being  treated  separately  further  on. 

The  net  receipts  are  considered  as  l)eing  availal^le  at  the  middle 
of  the  year  as  the  earnings  are  available  at  short  intervals  during 
the  period.  The  present  value  of  the  probable  net  earnings  for 
any  year  is,  then,  the  product  of  the  net  earning  for  the  year  ending 
June  30,  1906,  the  Arnold  factor  for  the  year  under  consideration 
and  the  present  value  of  a  dollar  due  at  the  middle  of  that  year. 
For  any  number  of  j^ears  the  present  value  is  the  sum  of  results 
obtained  as  above.  In  dealing  with  a  period  of  several  j-ears, 
however,  it  is  possible  to  obtain  the  result  by  multiplying  the  net 
receipts  for  the  year  ending  June  30,  1906,  by  the  sum  of  the  prod- 
ucts of  the  Arnold  factor  and  the  present  value  of  one  dollar  for 
each  of  the  several  years  in  question.  This  was  the  method  used 
in  finding  the  results  in  column  No.  17. 


430  EXHIBIT  XIII. 

Column  No.  18  gives  the  present  values  of  the  interest  on  the 
capital  which  must  be  supported  for  the  number  of  whole  years 
shown  in  column  No.  16.  The  interest  is  considered  as  becoming 
due  at  the  end  of  each  year,  and  as  being  the  amount  as  shown 
in  column  No.  15  for  each  year.  The  total  present  value  of  the 
interest  may  be  found  by  multiplying  the  interest  for  one  year 
l)y  the  present  value  of  one  dollar,  due  at  the  end  of  each  of  the 
several  years,  and  adding  the  results,  or,  as  the  amount  of  the 
interest  due  does  not  change,  the  result  may  be  obtained  by  multi- 
plying the  interest  for  one  year  by  the  sum  of  the  present  values 
of  one  dollar,  due  at  the  end  of  the  several  years. 

The  actual  time  to  elapse  between  January  1,  1907,  and  the  time 
when  the  moneys  become  due  was  always  used  in  figuring  present 
values,  and  not  the  time  given  in  column  No.  16,  which  would  not 
be  correct. 

Column  No.  19  gives  the  values  as  of  January  1,  1907,  of  the 
number  of  whole  years  which  the  franchises  have  to  run  after 
June  30,  1908,  and  is  the  difference  between  the  present  values  of 
the  net  receipts,  as  shown  in  column  No.  17,  and  the  present  values 
of  the  interest,  as  shown  in  column  No.  18,  which  would  have  to 
be  paid  from  these  receipts. 

Column  No.  20  gives  the  present  values  of  the  probable  net 
receipts  for  the  odd  number  of  days,  as  shown  in  column  No.  16. 
The  Arnold  factor,  for  the  year  of  which  the  days  are  a  part,  was 
divided  by  365  and  the;  result  multiplied  by  the  number  of  days, 
giving  a  factor  with  which  to  multiply  the  net  i-eceipts  for  the  year 
ending  June  30,  1906,  to  obtain  the  probable  net  receipts  for  the 
number  of  days.  These  probable  net  receipts  multiplied  by  the 
present  value  of  one  dollar,  due  at  the  middle  of  the  period,  gave 
the  present  values  as  entered  in  this  cohiniii. 

Column  No.  21  gives  the  present  values  of  the  interest  for  the 
odd  number  of  days  shown  in  column  No.  16.  The  interest  for 
these  days  was  considered  as  becoming  due  at  the  end  of  the  time, 
and  the  present  value,  was  determined  on  that  basis. 


VALUATION  OF  FRAXCIIISES.  4.U 

Column  No.  22  gives  the  ])r('Soiit  values  of  (he  francliiscs  for  the 
odd  niinibor  of  days,  and  is  the  difference  between  the  present 
values  of  the  net  receipts,  given  in  column  No.  20,  and  the  present 
values  of  the  interest  given  in  column  No.  21. 

Column  No.  23  gives  the  total  present  values  of  franchises  for  the 
time;  between  June  30,  1908,  and  their  expiration,  and  is  the  sum 
of  the  values  for  the  number  of  whole  years  as  given  in  column 
No.  19,  and  the  value  for  the  odd  number  of  days,  as  given  in  colunm 
No.  22.  The  grand  total  for  column  No.  23,  add(>d  to  the  value 
of  the  right  to  run  over  all  tracks  for  IS  months,  or  until  June  30, 
1908,  was  the  first  of  the  desired  results. 

It  was  desired  next  to  find  the  present  value  of  that  part  of  the 
life  of  the  franchises  between  January  1,  1909,  and  the  date  of 
expiration  of  each.  In  order  to  do  this  it  was  only  necessary  to 
find  the  present  values  of  the  franchises  for  the  six  months  between 
June  30,  1908,  and  January  1,  1909,  and  subtract  the  amounts 
from  the  items  given  in  column  No.  23,  which  are  the  values  from 
June  30,  1908. 

Column  No.  21^.  gives  the  present  values  of  the  probable  net 
earnings  under  the  franchises,  for  the  time  between  June  30,  1908, 
and  January  1,  1909. 

Column  No.  25  gives  the  present  values  of  the  interest  for  this 
period. 

Column  No.  26  gives  the  difference  of  these  amounts,  or  the  pres- 
ent values  of  those  parts  of  the  franchises  between  the  two  dates 
mentioned. 

Column  No.  27  gives  the  values  of  the  franchises  from  January 
1,  1909,  to  the  dates  of  their  expiration,  found  by  subtracting  the 
items  in  column  No.  26  from  those  in  column  No.  23. 

It  was  desired  next  to  find  the  present  value  of  that  part  of  the 
life  of  the  franchises  between  January  1,  1908,  and  the  date  of 
expiration  of  each.  In  order  to  do  this,  it  was  only  necessary  to 
find  the  present  values  of  the  franchises  for  the  six  months  between 
January  1,  1908,  and  June  30,  1908,  and  add  the  amounts  to  the 
items  given  in  column  No.  23,  which  are  the  values  of  the  franchises 
from  June  30,  1908. 


432  EXHIBIT  XIII. 

Column  No.  28  gives  the  present  values  of  the  ])robable  net  re- 
ceipts under  the  franchises  for  these  six  months. 

Column  No.  29  gives  the  present  values  of  the  interest  for  the 
same  period,  the  difference  being  the  present  values  of  the  fran- 
chises for  these  six  months,  and  are  set  down  in  Coluihn  No.  30. 

Column  No.  31  gives  the  present  values  of  the  franchises  from 
Januar}^  1,  1908,  to  the  date  of  expiration  of  each,  found  by  adding 
the  items  in  colunm  No.  30  to  the  corresponding  items  in  column 
No.  23. 

It  was  desired  next  to  find  the  present  value  of  that  part  of  the 
life  of  the  franchises  between  January  1,  1910,  and  the  date  of 
expiration  of  each  franchise.  In  order  to  do  this,  it  was  only 
necessary  to  find  the  present  values  of  the  franchises  for  the  year 
betw-een  January  1,  1909,  and  January  1,  1910,  and  subtract  the 
values  thus  obtained  from  the  values  of  the  franchises  from  Jan- 
uary 1,  1909,  contained  in  colunm  No.  27. 

Column  No.  32  gives  the  present  value  of  tlie  probable  net  re- 
ceipts under  the  franchises  for  this  year. 

Column  No.  33  gives  the  present  values  of  the  interest  for  the 
same  period,  the  difference  being  the  present  values  of  this  3Tar 
of  the  franchises,  and  are  set  down  in  Column  No.  34- 

Column  No.  35  gives  the  present  values  of  the  francliises  from 
January  1,  1910,  to  the  date  of  expiration  of  each,  and  is  found 
by  subtracting  the  items  in  column  No.  34  from  the  corresponding 
items  in  colunm  No.  27. 


VA/A'ATIOX  OF  FHAXCIIISKS.  .i:j:{ 


DETERMINATION  OF  THE  VALUE  OF  THE  RIGHT  TO  OPERATE  OVER 
ALL  TRACKS  FOR  PERIODS  OF  12  MONTHS,  18  MONTHS,  2  YEARS 

AND  3  YEARS. 
GROSS  RECEIPTS  FOR  YEAR  ENDED  JUNE  30,  1906. 

Passenger  receipts $7,502,420.02 

Receipts  from  other  sources 80,936. 13 


Total  Gross  Receipts $7,583,356.65 

Net  receipts  arc  30%  of  $7,583,356.65  or $2,275,007.00 

Investment  to  be  supported  (see  physical  vakiesj $16,782,147 .  00 

Interest  for  6  months  at  5% ' $419,608.00 

Interest  for  1  year  at  5% $839,217 .00 

Arnold  factor  for  year  ending  Jan.        1,  '08  =  1.06810. 
"      6  mo.     "       June     30,  '08  -     .55913. 
"      vear       "       Jan.        1,  '09  =  1.11827. 
"      ^    "         "       Jan.        1,  '10  =  1.17204. 
Present  value  of  $1,  due  at  end  of  6  mo.  at  5%    =     $.9756 

"  $1,     "     "     ''     "  1  vr.     Omo.  "     "      =        .9524 
"  $1,     "     "     "     "  1\Y.     3  mo.   "     "      =        .9407 
"   '    "  $1,     "     "     "     "lyr.     6  mo.   "     "      =        .9293 
"       "  $1,     "     "     "     "2yrs.   Omo.   "     "      =        .907029 
"       "  $1,     "     "     "     "2yrs.   6  mo.   "     "      =        .8849 
"  $1,     "     "     "     "3yrs.   Omo.   "     "      -    ^    .863838 

Value  of  the  Right  to  Operate  Over  aU  Tracks  for  one  Year  from  January  1,  1907. 

$2,275,007  X  1.06810  X  .9765   =    $2,372,831 
839,217  X  .9524  =      799,165 

$1,573,666   $1,573,666.0!) 

Value  of  the  Right  to  Operate  Over  All  Tracks  for  the  6  Months  Between  January  1, 
1908,  and  June  30,  1908. 

$2,275,007  X  .55913  X  .9407   =    $1,196,594 
419,608  X  .9293    •      =     .,389,864 

$806,730   $  806,730.00 

Value  of  18  Months  Right  to  Operate $2,380,396.00 

Value  of  the  Right  to  Operate  Over  All  Tracks  for  the  Year  Ending  January  1,  1909. 

$2,275,007  X  1.11827  X    .9293    =       $2,364,210.00 
839,217  X     .907029  =  761,094.00 

$1,603,116.00 

Value  of  the  Right  to  Operate  Over  AU  Tracks  for  the  year  Ending  January  1,  1910. 

$2,275,007  X  1.17204  X  .8849  =   $2,359,502.00 
839,217  X  .863838       =     724,853.00 

$1,634,649.00 


EXHIBIT  XIII. 


SUMMARY. 


Value  of  the  right  to  operate  for  12  months $1,573,666.00 

Vahie  of  the  right  to  operate  for  18  months 2,380,396.00 

Vahie  of  the  right  to  operate  for  2  years 3,176,782.00 

Value  of  the  right  to  operate  for  3  years 4,811,431 .00 

These  results  are  obtained  by  combining    the    values  found    in 
the  last  section. 

Value  of  the  right  to  operate  over  all  tracks  from 
January  1,  1907,  to  January  1,  1908 $1,573,666.00 

Value  of  the  years  of  the  franchises  between  January 
1,  1908,  and  their  expiration  (total  of  column  No.  31).     1,483,147.00 

Value  of  all  franchises  to  their  date  of  expiration 
and  the  rijht  to  operate  over  all  tracks  for  a  period  of 

1  year.  .    $3,056,813.00 

Value  of  the  right  to  operate  over  all  tracks  from 
January  1,  1907,  to  June  30,  1908  (18  months) $2,380,396.00 

Value  of  the  years  of  the  franchise  between  June  30, 
1908,  and  their  expiration  (total  of  column  No.  23).     1,373,967.00 

Value  of  all  franchises  to  their  date  of  expiration 
and  the  right  to  operate  over  all  tracks  for  a  period  of 
18  months ' $3,754,363.00 

Value  of  the  right  to  operate  over  all  tracks  from 
January  1,  1907,"to  January  1,  1909  (two  years).  !  .  .   .$3,176,782.00 

Valueof  the  years  of  the  franchises  between  January 
1,  1909,  and  their  expiration  (total  of  column  No.  27.)     1,257,491 .00 

Vcdue  of  cdl  franchises  to  their  date  of  expiration 
and  the  riqht  t)  operate  over  all  tracks  for  a  period  of 

2  years..  .' $4,434,273.00 

Value  of  the  right  to  operate  over  all  tracks  from 
January  1,  1907,  to  January  1,  1910  (3  years) $4,811,431.00 

Value  of  the  years  of  the  franchises  between  Jan- 
uary 1,  1910,  and  their  expiration  (total  of  colunm 
No.  35) 1,036,904.00 

Value  of  all  franchises  to  their  date  of  expiration 
and  the  right  t)  oj.ercde  over  all  tracks  for  a  period 
of  3  years  '. $5,848,335 .00 


JXDEX.  4i35 


INDl^X: 


A 


Analysis  of  the  premises  adopted  and  the  methods  used  in  determining  the 

present  vahie  of  the  physical  property 7 

B 

B.  &  S.  gauge,  trolley  cost  data 96 

Blacksmith  shop,  tools,  implements  and  machiner\' 274 

Brass  fovandry            "                 "                "                "           282 

Bonds,  summary 170 

Booster  set,  49th  street  and  Oakley  avenue  power  house 267 

Buildings,  introduction 14 

Buildings,  summaries: 

Cable  power  houses,  including  stacks,  exelusive  of  real  estate 242 

Electric  power  houses,  incKiding  stacks,  exelusive  of  real  estate 260 

Buildings,  other  than  power  houses 319 

78th  street  shops 320 

Buildings,  cable  power  house,  including  stacks,  exelusive  of    real  estate: 

Summary 242 

21st  and  State  streets 243 

52nd  and  State  streets 244 

55th  street  and  Cottage  Grove  avenue  .  .  ". 244 

Buildings,  electric  power  house,  including  stacks,  exelusi\-e  of    real  estate: 

Summary 260 

21st  and  Dearborn  streets 261 

49th  street  and  Oakley  avenue 262 

52nd  street  and  Wabash  avenue 263 

Buildings,  other  than  power  houses,  exclusive  of  real  estate: 

Archer  avenue  and  Pitney  c  )urt 326 

Indiana  avenue.  No.  3924 331 

State  street,  No.  2020 330 

State  street,  No.  2020,  rear  (printing  office) 330 

20th  and  Dearborn  streets 331 

38th  street  and  Cottage  Grove  avenue 326 

39th  street  and  Wabash  avenue 327 

39th  and  Wallace  streets 327 

61st  and  State  streets 328 


436  INDEX 

Buildings,  other  than  power  houses,  exclusive  of  real  estate — continued: 

G3d  street  and  Wentworth  avenue ;^20 

(39th  street  and  Emerald  avenue 32S 

77th  street  car  barns 325 

77th  street  and  Yale  avenue 328 

78th  street  shops,  summary 320 

Blacksmith  shop 320 

Brass  foundry 321 

Carpenter  shop 323 

Frog  shop 322 

Machine  shop 322 

Mill  building 323 

Oil  house 325 

Paint  shop 323 

Power  house 324 

Stables 324 

Wagon  shop 32 1 


Cable  curves,  location  and  linear  feet 22 

power  plants 224 

"      power  plant  buildings 242 

equipment,  figured  as  part  of  an  electric  railway  ....    364 
"  "        equipment,  figured  as  part  of  an  operating  cable  railway  224 

"  "  "        equipment,  value  of  same,  summary 22(1 

machinery,  sumniary  (figured  as  part  of  an  electric  rail- 
way)      3(57 

Cable  power  plants,    summary  of  tools  and  materials 237 

Cable  property,  figured  as  part  of  an  electric  railway  system: 

Introduction 3(54 

Summary 303 

Division    12-.!,  cable   track 305 

■     12-B        "        ropes 365 

12-C        "        track  special  work 306 

12-D        "        cars  .  ^ 366 

12- R        "        power  plants 300 

Cable  ropes 7,  32 

Cable  ropes,  summary 33 

Cable  and  conduit,  underground,  summary 171 

Car  house  and  yard    special  work,  summary 73 

Cars  and  car  equipment : 

Introduction 11 

Index 197 

Summarv 198 


INDEX  437 

Car  bodies : 

Closed,  electric,  single-truck 200 

cable  trailer,  single-truck 200 

Semi-convertible,  electric,  dotible-truck 201 

Open,  electric,  single-truck 201 

Grips,  open,  single-truck 202 

Open,  cable  trailer,  single-truck 202 

Miscellaneous  cars 203 

Sweepers,  salters  and  snow  plows .' 203 

Work  cars 203 

Car  specifications,  general 20G 

Coal  on  hand  at  various  power  houses 2G8 

Comparative  statement  of  overhead  feeder  lengths 168 

Conduit,  underground,  and  feeder  poles,  introduction 11 

Conduit  and  cable,  underground,  summary 171 

depreciation  table 171 

Cost  data,  overhead  feeder 165 

trolley,  B.  &  S.  gauge 96 

"       estimate,  curve  cable  track  construction 22 

"            "            for  one  foot  of  track 72 

"            "            to  build  one  mile  of  cable  track 20 

"            "            to  restore  one  mile  of  cable  track 21 

"            "            overhead  trolley  equipment  per  mile 95 

Curve  cable  track  construction,  unit  cost  estimate 22 

Curves  and  crosses,  key 97 

D 

Depreciation,  electric  track.  (See  Track,  electric,  depreciation.) 

Depreciation  table  for  underground  conduit 171 

"            power  plant  equipment 225 

Detail  sheets  for  overhead  trolley 158 

Details  of  tracks  in  yards  and  car  houses  and  side  tracks 71 

Determination  of  the  value  of  franchises  according  to  claims  of  the  city.  .  .  422 

Distribution  sj^stem,  electric  power,    introduction 10 

"  summary 93,  116 

E 

Electrical  power  distribution  system,  introduction 10 

summary 93,  116 

Electric  equipment    in  21st  and  State  street  cable  plant 264 

Electric  power  plant  buildings,  including  stacks,  exclusive  of  real  estate.  .  260 

Electric  power  plant  equipment,  value  complete,  summary 245 

Electric  pov/er  plants,  tools  and  materials,  summary 255 


438  INDEX 

Electric  track: 

Mileage  and  cost  of  different  classes 35 

Special  work,  summary 58 

Equipment : 

Electrical,  in  21st  and  State  street  caVjle  plant 265 

Miscellaneous  power  plant,  summary 264 

Overhead  feeder,  summary 165 

Overhead  trolley 94 

Estimated  cost  of  one  foot  of  track 72 

Exhibit    I  index 19 

III  "        93 

IV  "        197 

V  "        223 

VI  "        271 

XII      "        363 

Expiration  of  franchises,  claims  of  the  city 373 

"      "     C.  C.  Ry.  Co 379 

F 

Feeders,  overhead  and  underground,  introduction 11 

Feeder  equipment,  overhead,  summary 165 

Feeder  lengths,  overhead,  comparative  statement 168 

Fifty-second  and  State  street  cable  plant : 

Equi^jment  figured  as  part  of  an  operating  cable  railway 231 

"      "      "     electric  railway 369 

Building  including  stack 244 

Tools  and  materials 240 

Fifty-second  street  and  Wabash  avenue  electric  power  plant : 

Building 263 

Tools  and  materials 255 

Value  of  equipment  complete 249 

Fifty-fifth  street  and  Cottage  Grove  avenue  cable  power  house: 

Building  including  stack 244 

Equipment  figured  as  part  of  an  electric  railway 370 

"                   "          "       "      "      "    operating  cable  railway 234 

Tools  and  materials 241 

Forty-ninth  street  and  Oakley  avenue  electric  power  plant : 

Booster  set 267 

Building 262 

Tools  and  materials 257 

Value  of  equipment  complete 252 


INDEX  439 

Franchises: 

Expiration  of,  according  to  claims  of  the  city 373 

Already  expired 373 

Purchase 37(3 

Expiring  in  1906 375 

"   1907 376 

"   1909 377 

"    1912 377 

"   1913 378 

"   1914 378 

Expiration  of,  according  to  claims  of  the  C.  C.  Ry.  Co 379 

Already  expired 379 

Purchase 38q 

Expiring  in  1906 382 

"    1907 383 

"   1909 383 

"   1912 384 

"   1913 384 

"   1914 384 

"   1915 385 

"    1916 385 

Valuation  of,  according  to  claims  of  the  city 422 

Frog  shop,  tools,  implements  and  machinery 275 

Furniture  and  fixtures,  office : 

Summary 289 

Ashland  block,  claim  department 291 

"  "        law  department 291 

Car  house,  31st  street  and  Archer  avenue 306 

"        39th  street  and  Wabash  avenue 305 

"  "        39th  and  Wallace  streets 306 

"  "        61st  and.  State  streets 304 

"  "        69th  street  and  Emerald  avenue 309 

houses,  Nos.  1,  2,  3,  4,  5,  6,77th  street  and  Wentworth  avenue  .  .  .    308 

"     house,  Cottage  Grove  avenue  between  3Sth  and  39th  streets 304 

First  National  Bank  building 290 

State  street,  No.  2020,  summary 292 

Application  office 297 

Application  office  annex 297 

Auditing  department 299 

Basement,  in  storage 302 

Mr.  Blakely's  office 298 

Blue  printing  room 294 

Mr.  Burke's  office,  front  room 301 

Mr.  Burke's  office,  rear  room 300 

Clarence's  office 298 


440  INDEX 

Furniture  and  fixtures,  office: 

State  street,  No.  2020 — continued. 

Drafting  room 293 

Elevator 302 

Mr.  Fleming's  office 294 

Front  hall,  first  floor 302 

Mr.  Furlong's  office 296 

]\Ir.  Furlong's   old  office 296 

Mr.  Grinnell's  office 297 

Mr.  Hogarth's  office 300 

Mr.  Jewell's  present  office 298 

Mr.  Jewell's  old  office 296 

Mr.  Leland's  office 295 

Mail  box  hall 296 

Porter's  room,  basement 303 

Stenographer's  office 295 

Telephone  room 301 

Toilet  room,  first  floor 302 

Toilet  room,  second  floor 299 

Toilet  room,  ladies' 296 

Track  department 293 

Track  department,  former  office 299 

Summary 292 

G 

General  car  specifications 271 

H 

Harness,  summary 316 

Horses : 313 

List  of  same  examined  and  appraised 314 

Summary 313 

Horses,  wagons  and  harness,  introduction 14 

"               "          "            "         summary 313 

I 

Income  account,  year  ended  June  30,  1906 418 

Indexes: 

Exhibit     I    19 

III 93 

IV 197 

V 223 

VI 271 

"     .    XII 363 


INDEX  441 

K 

Key  for  curves  and  crosses 97 

L 

List  of  horses 314 

Location  and  linear  feet  of  cable  curves 22 

M 

Machine  shop,  tools,  implements  and  machinery 282 

Machiner}-,  cable  power  house,  figured  as  part  of  an  electric  railway,  sum- 
mary    364 

Machiner}^,  cable-^vinding 13 

Machinery  in  vaults  and  tunnels,  cable  system: 

Summarj^ ■ 23 

Cottage  Grove  avenue  and    39th  street 24 

"      55th  street 2G 

"      71st  street 25 

52d  and  State  streets 24 

G3d  and  State  streets 25 

State  and  21st  streets 27 

State  and  39th  streets 23 

21st  street  and  Wabash  avenue 26 

21st  street  connecting  State  street  and  Wabash  avenue 26 

Mileage  and  cost  of  different  classes  of  electric  track 35 

Miscellaneous  power  plant  equipment,  summary 264 

Motors,  trucks  and  miscellaneous  equipment,  summary 198,  199 

Motor  repair  shop,  tools,  implements  and  machinery 278 

O 

Office  furniture  and  fixtures,  summary 289 

Overhead  equipment,  summary 94 

Overhead  feeder,  cost  data 165 

"  "         equipment,  summary 165,  166 

"         lengths,  comparative  statement 168 

Overhead  special  work 101 

P 

Paint  shop,  tools,  implements  and  machinery 281 

Patent  rights 14,  360 

Passenger  receipts,  etc.,  statement  of 420 

Patterns,  78th  street  and  Vincennes  road  shops 285 

Paving,  summary 77 

Paving  outside  of  right  of  way 35 


442  INDEX 

Physical  property,  analysis  of  the  premises  adopted  and  the  methods  used 

in  determining  the  present  value  of  same 7 

Physical  property,  general  summary 15 

Power  plants,  summarj^  of  cable  and  electric 223 

Power  plant  buildings: 

Cable,  including  stacks,  exclusive  of  real  estate,  summary 242 

Electric,       "              "                "           "      "          "               "            260 

Power  plants,  cable : 

Introduction 12 

Vakie  of  equipment  complete 226 

Summary  of  tools  and  materials 237 

Buildings,  including  stacks 242 

Power  plant  depreciations 12,  225 

Power  plants,  electric : 

Value  of  equipment  complete 245 

Summary  of  tools  and  materials 255 

Buildings,  including  stacks 260 

Power  plant  equipment,  summaries: 

Cable 226 

Electric 245 

Miscellaneous 264 

Power  plant  equipment,  cable,  figured  as  part  of  an  operating  cable  railway: 

21st  and  State  streets 227 

52nd  and  State  streets 231 

55th  street  and  Cottage  Grove  avenue 234 

Power  plant  equipment,  cable,  figured  as  part  of  an  electric  railway: 

21st  and  State  streets 368 

52nd  and  State  streets 369 

55th  street  and  Cottage  Grove  avenue 370 

Power  plant  equipment,  electric,  value  complete  :t 

2 1st  and  Dearborn  streets 246 

49th  street  and  Oakley  avenue 252 

52nd  street  and  Wabash  avenue 249 

78th  street  shops 273 

Power  plants,  introduction 12 

Premises  adopted,  analysis  of,  and  the  methods  used  in  determining  the 

present  value  of  the  physical  property 7 

Printing  office,  tools  and  machinery 272 

R 

Real  estate,  summary 335 

"         "       introduction 14 


INDEX  443 

Real  estate: 

Archer  avenue  and  Pitney  court .3.39 

Cottage  Grove  avenue  north  of  39th  street 33G 

Cottage  Grove  avenue  and  55th  street 341 

Farrell  and  31st  streets 349 

Hyde  Park  loop  or  Cable  court 347 

Indiana  avenue  south  of  39th  street 346 

State  street,  Wabash  avenue  between  51st  and  53rd  streets 342 

Wabash  avenue  and  39th  street 340 

Wabash  avenue,  State  street,  south  of  61st  street 344 

Vineennes  road,  Wentworth  avenue,  77th  to  78th  street 350 

21st  and  Dearborn  streets 338 

39th  and  Wallace  streets 346 

49th  street  and  Oakley  avenue 348 

61st  street  between  Madison  avenue  and  South  Park  court 348 

69th  street  between  Emerald  avenue  and  Halsted  street 345 

Real  estate,  supplementary  inventory  submitted  Oct.  26, 1906,  summary.  .  .351 
Armour,  Perry,  Wentworth  and  Yale  avenues  between  77th  and  79th 

streets 356 

38th  place,  Auburn  avenue  to  Gage  street     353 

38th  place,  Halsted  street  to  Auburn  avenue 354 

39th  street.  Emerald  avenue  to  Halsted  street 353 

42nd  street  and  Wabash  avenue 355 

69th  street  between  Ashland  and  Marshheld  avenues 352 

Rolling  stock,  summary 198 

Ropes,  cable 7 

Routes: 

Archer  avenue 396 

Ashland  avenue 394 

Cottage  Grove  avenue 387 

Halsted  street 393 

Indiana  avenue 388 

Kedzie  avenue 395 

State  street 389 

Wallace  street  and  Center  avenue 391 

Wentworth  avenue 390 

Western  avenvie 395 

26th  street 397 


31st 
35th 
39th 
43rd 

47th 

51st  stre 


397 

398 

398 

398 

399 

et 399 


444  INDEX 

Routes — continued : 

59th  and  61st  streets 400 

63rd  street 401 

69th       "     and  So.  Chicago  avenue 402 

Miscellaneous 403 


Scales 267 

Scrap  value  of  parts  restored  in  one  mile  of  cable  track 21 

Shop  tools  and  machinery : 

Printing  office,  No.  2020  State  street 272 

78th  street  and  Vincennes  road,  blacksmith  shop 274 

brass  foundry 282 

"          "          "               "            "        frog  shop 276 

"          "          "               "            "        machine  shop 282 

"           "          "               "             "        motor  repair  shop 279 

"          "          "               "            "        paint  shop 281 

"          "    .      "               "            "        power  plant  equipment 273 

"          "          "               "             "        tinning  shop 279 

"          "          "               "             "        wagon  shop 275 

"          "          "               "             "        wood-working  shop 277 

Shop  tools  and  machinery,  summary 271 

Specifications,  car,  general 271 

Special  work : 

Car  house  and  yard,  summary 73 

Electric  track,  summary 58 

Overhead 103 

Statement  of  passenger  receipts,  car  miles,  receipts  per  car  mile,  nmnber 
of  trips,   revenue  passengers  and  transfers  honored  for  j'ear  ending 

June  30,  1906 420 

Storage  battery  nnd  booster  set,  21st  and  State  streets 266 

Streets  upon  which  tracks  are  located 386 

Subways: 

Alley  No.  3  across  33rd  street 175 

Archer  avenue,  State  street  to  Western  avenvie 191 

Ashland  avenue,  across  river  and  boulevards 181 

Clark  street,  22nd  street  to  Harrison  street  including  22nd  street  and 

part  of  Wentworth  avenue 178 

Dearborn  street.  Archer  avenue  to  21st  street  including  20th  and  21st 

streets 176 

Halsted  street.  Archer  avenue  to  39th  street 180 

State  street  across  Garfield  avenue 176 

Wentworth  avenue  across  Garfield  boulevard  and  at  power  house.  ...  179 

18th  street  across  Michigan  boulevard 184 


INDEX  445 

Subways — continued : 

ISth  street,  Clark  street  to  Indiana  avenue 183 

21st        "        182 

35th       "       subway 185 

35th       "        across  river  and  boulevards 184 

37th       "        Halsted  street  to  Cottage  Grove  avenue 185 

39th       "        across  boulevards 186 

43rd       "        across  boulevards 187 

47th       "        across  boulevards 188 

49th       "        tunnels 189 

49th       "        at  power  house 189 

51st       "        across  Michigan  boulevard 189 

63rd       "        State  to  Monroe  avenue  (including  Calumet  and  Monroe)  190 

77th       "        barn 193 

77th       "        shops  from  pole  to  power  house 192 

Summaries  : 

Bunds 170 

Buildings,  cable  power  house,  including  stacks,  exclusive  of  real  estate  242 

"            cable  power  house,  figured  as  part  of  an  electric  railway   .  .  363 

"            electric  power  house,  including  stacks,  exclusive  of  real  estate  260 

"            miscellaneous,other  than  power  houses, exclusive  of  real  estate  319 

78th  street  shops 320 

Cable  property  valued  as  part  of  an  electric  railway  system 363 

Cars  and  car  eqtiipment 198,  199 

"       "        "               "          valued  as  part  of  an  electric  railway  system .  366 

Coal  at  power  houses 288 

Electric  power  distribution  system 93,  116 

Equipment,  electrical,  for  cars 206 

"          car,  miscellaneous 207 

power  plant,  cable 226 

"                 "          "      electric 245 

"                 "          "      miscellaneous 264 

motor 198 

"          electric  in  21st  and  State  street  cable  plant 265 

Feeder  equipment,  overhead 165,  166 

Furniture  and  fixtures,  office,  general 289 

"       No.  2020  State  street 292 

Harness 316 

Horses 313 

Horses,  wagons  and  harness 313 

Machinery  in  vaults  and  tunnels 23 

Motors,  trucks  and  miscellaneous  equipment 198,  199 

Patent  rights 360 

Patterns 285 


446  INDEX 

Summaries — continued : 

Paving 77 

outside  of  right  of  way 35 

Power  plants,  general 223 

Power  plants,  cable  and  electric 223 

Power  plants,  cable,  value  of  equipment  complete 223,  226 

"  "  "  "  figured  as  part   of  an 

electric  railway  system 364,  367 

Power  plants,  electric,  value  of  equipment  complete 223,  245 

Power  plant  equipment,  miscellaneous 223,  264 

Real  estate 335 

supplementary  inventory,  submitted  Oct.  26,  1906 351 

Return  cables,  underground  system 174 

Rolling  stock 198 

Ropes,  cable 33 

"     valued  as  part  of  an  electric  railway  system 365 

Scales 267 

Shop  tools  and  machinery 271 

Special  work,  car  house  and  yard 73 

"            "     cable  track 34 

"      electric  "     58 

Telephone  system 194 

Tools  and  materials,  cable  power  plants 237 

electric  power  plants 255 

Track,  general 19 

"       cable 19 

"           "       valued  as  part  of  an  electric  railway  system 365 

"       special  work 34 

"           "              "          "      valued  as  part  of  an  electric  railway  system .  366 

"     electric 35 

"     special  work 58 

Tracks  in  yards  and  car  houses  and  side  tracks 70 

"                    "               "       special  work 73 

Trolley  equipment,  overhead 94,  116 

Underground  cable  and  conduit 171 

Vault  and  tunnel  construction 28 

Vaults  and  tunnels,  machinerj'  in 23 

Wagons 316 

Supplementary  inventory  of  real  estate,  submitted  Oct.  26,  1906,  summary  351 

T 

Telephone  system,  summary 194 

Tinning  shop,  tools,  implements  and  machinery 279 

Tools,  implements  and  machinery,  summary 271 

Printing  office 272 

Power  plant  equipment,  78th  street  shops 273 


INDEX  447 

Tools,  implements  and  machinery,  summary — continued: 

Blacksmith  shop 274 

Wagon  shop 275 

Frog  shop 276 

Wood-working  shop 277 

Motor  repair  shop 278 

Tinning  shop 279 

Paint  shop 281 

Brass  foundry 282 

Machine  shop 282 

Patterns 2S4 

Tools,  implements  and  machinery,  introduction 13 

"                   "              "            "              summary 271 

Tools  and  materials  in  cable  power  houses: 

21st  and  State  streets '. 238 

52nd  and  State  streets 240 

55th  street  and  Cottage  Grove  avenue 241 

Summary 237 

Tools  and  materials  in  electric  power  plants: 

21st  and  Dearborn  streets 255 

49th  street  and  Oakley  avenue 257 

52nd  street  and  Wabash  avenue 255 

Summary 255 

Track,  cable: 

Summary 19 

Unit  cost  estimate  to  build  one  mile 20 

restore  "       "      21 

Scrap  value  of  parts  restored 21 

Unit  cost  estimate  of  curve  track  construction 22 

Location  and  linear  feet  of  curves 22 

Special  work,  summary 34 

Figured  as  part  of  an  electric  railway  system 364 

Track,  electric 8,35 

"             "        special  work 10 

Track,  electric,  depreciation: 

Class   A      4i-in.  girder  rails 37 

B       4i-in.      "            "    40 

"        C       7-in.        "            "    42 

D      7-in.        "            "     42 

E       7-in.        "             "    45 

F       7-in.   Trilby       "    49 

G-1  9-in.  girder        "     52 

H      9-in.        "            "    52 

J-2    9-in         "            "    55 


448 


INDEX 


Track,  electric,  special  work: 

Single-track  crossing 60 

Steam  R.  R.  crossing,  single  track  crossing  single  track 61 

Single-track  crossing,  one  side  connected 62 

Single-track  branch-off  curves 62 

Plain  curve  track 63 

Double-track  crossing 63 

"  "  "  connecting  curves  in  1  quadrant 64 

"  "  "  outside  tracks  connected 64 

"  "  "  connecting  curves  in  2  quadrants 65 

"3  "  66 

"  "        branch  off 67 

3-part  Y 67 

Crossovers 68 

Double-track  Y 69 

Double-track  through  Y 69 

Summarv 58 


Track,  electric,  unit  cost  estimate  to  construct  one  mile: 


Class  A 
B 
"  C 
D 
E 
F 


4i-in.  girder  rails 36 


4i-in.      "             "    39 

7-in.        "             "    42 

7-in.        "             "    42 

7-in.        "            " 45 

7-in.   Trilby       " 48 

G-1  9-in.  girder        "    51 

H      9-in.        "             "    51 

J-2    9-in.        "            "    54 

Q               flat  rail 57 

Track,  estimated  cost  of  one  foot 72 

Tracks  in  yards,  houses  and  side  tracks,    details 71 

"            "      "          "            summary 70 

Track,  cable,  figured  as  part  of    a  cable  railway  system 7 

an  electric  railway  system 364 

"             "      special  work -34 

"            "     curve  construction,  unit  cost  estimate 22 


Trip  sheets: 


Archer  avenue 411 

Ashland  avenue 409 

Cottage  Grove  avenue 404 

Halsted  street 408 

Halsted  street — Root  street  to  Milwaukee  avenue 408 

Indiana  avenue 405 


INDEX  449 

Trip  sheets — continued : 

Kedzie  avenue 410 

South  Chicago  avenue 417 

State  street 400 

State  street  and  Vincennes  road 417 

Wallace  street  and  Center  avenue 407 

Wentworth  avenue 40G 

Western  avenue 410 

26th  street 412 

31st        "      412 

35th      "      413 

39th       "      413 

43rd       "      414 

47th       "      414 

51st        "      415 

59th  and  61st  streets 415 

63rd  street 416 

69th       "      416 

Trolley  construction,  overhead : 

Introduction 11 

Methods  of  inspection 94 

Summary 116 

Archer  avenue  from  State  street  to  limits 118 

Ashland  avenue  from  Archer  avenue  to  69th  street 119 

Center  avenue  from  31st  to  3oth  street  and  from  47th  to  75th  streets  120 

Clark  street  from  Archer  avenue  to  22d  street 121 

Clark  street  and  Wentworth  avenue  from  Washington  street  to  73rd 

street 122 

Cottage  Grove  avenue  from  61st  to  63rd  and  from  6Sth  to  71st  streets  123 

Halsted  street  from  O'Neil  street  to  79th  street 124 

Indiana-Wabash-lSth  street  from  Lake  street  to  51st  street 125 

Kedzie  avenue  from  38th  street  to  63rd  street 126 

Loop-Wabash  avenue-Madison  street-Michigan  avenue  and  Randolph 

street 127 

Main  street  from  Archer  avenue  to  31st  street 128 

Morgan  street  from  31st  to  39th  street 129 

Root  -43rd  street  from  300  ft.W.  of  Halsted  street  to  I.  C.  R.  R.  tracks  130 
State   street  and  Vincennes  road   from  18th  street  to   Vincennes  road 

and  79th  street 131 

Wallace-29th-Canal  street  from  Root  street  to  Archer  avenue 132 

Western  avenue  from  Archer  avenue  to  71st  street 133 

22nd  street  from  Indiana  avenue  to  river 134 

26th  street  from  Cottage  Grove  avenue  to  Halsted  street 135 

31st  street  and  Pitney  court  from  Lake  street  to  Pitney  court 136 


450 


INDEX 


Trolley  construction,  overhead — continued: 

35th  street  from  Cottage  Grove  avenue  to  California  avenue , 


Archer  avenue  to  Central  Park  avenue  . 

Cottage  Grove  avenue  to  Halsted  street 

Ashland  to  Marshfield  avenues 

Kedzie  avenue  to  I.  C.  R.  R.  tracks .... 

Grand  boulevard  to  Wood  street 

Lcavitt  street  to  State  street 

Wentworth  avenue  to  Midway 

Loop 

from  48th  avenue  to  Jackson  Park 


3Sth 

39th 

42nd 

47th 

51st 

59th 

61st 

63rd 

63rd 

68th,  69th  streets  and  South  Chicago  avenue  from  Leavitt  street  to 

75th  street 

79th  street  from  Halsted  street  to  Vincennes  road 

Class      7  single  track 

double    "      


8-A,. 

8-B,        "  "      

9-A,   single      "      

9-B,        "  "      

10-A,   double    "      

10-B,        "  "      

11  "  "      

12 

Trolley  equipment,  overhead,  descriptive 

"  "  types  and  cost  per  mile 

Trolley  cost  data,  B.  &  S.  gauge 

Trolley  equipment,  overhead  types  and  cost  per  mile 

"  special  work 

Trolley  detail  sheet 

Trucks,  detail    

Trucks,  motors  and  miscellaneous  equipment,  summary 198^ 

Twenty-first  and  Dearborn  street  electric  power  plant : 

Building 

Tools  and  material 

Value  of  equipment  complete 

Twenty-first  and  State  street  cable  power  plant : 

Building,  including  stack 

Electrical  equipment 

Equipment  figured  as  part  of  an  electric  railway 

"       "    operating  cable  railway 

Storage  battery  and  booster  set 

Tools  and  material 

Types  and  cost  of  overhead  trolley  equipment  per  mile 


137 
138 
139 
140 
141 
142 
143 
144 
145 
146 

147 

148 

149 

150 

151 

152 

153 

154 

155 

156 

157 

94 

95 

96 

95 

101 

158 

205 

199 

261 
255 
246 

243 
264 
368 
227 
266 
238 
95 


INDEX  451 


u 


Unit  cost  estimate  to  build  one  mile  of  cable  track 20 

"        "  "  "    construct  one  mile  electric  track.  (See  Track,  electric.) 

Underground  cable  and  conduit,  summary 171 

depreciation  table 171 

Underground  conduit  system,  summary 171 

"              S5'stem,  summary  of  return  cable 174 

V 

Valuation  of  franchises 422 

"     physical  property,  analysis  of  premises  adopted  and  methods 

used 7 

Vault  and  tunnel  construction  : 

Cottage  Grove  avenue  and   22nd  street 29 

39th  street,  vault  No.  1 28 

"      39th      "          vault  No.  2 29 

"      ■'>5th      "      30 

71st      " 30 

Lake  avenue  and  55th  street 29 

State  and  22nd  streets 3X 

State  and  39th  streets,  vault  No.  1 29 

State  and  39th  streets,  vault  No.  2 29 

State  and  52nd  streets 29 

State  and  Madison  streets 30 

State  street  to  Wabash  avenue  at  21st  street  tunnel 31 

State  street  from  power  house  to  Archer  avenue  tunnel 31 

Wabash  avenue  and  Madison  street 30 

AVabash  avenue  and  21st  street 31 

2 1st  and  State  streets 30 

55th  street  and  Jefferson  avenue 30 

63rd  and  State  streets,  vault  No.  1   31 

63rd  and  State  streets,  vault  No.  2 31 

Vault  machinery,  cable  sj^stem 23 

Vault  and  tunnel  construction,  summary 28 

Vault  and  tunnel  machinery,  summary 23 

W 

Wagons,  summary 3J0 

Wagon  shop,  tools,  implements  and  machinery 275 

Wood-working  shop,  tools,  implements  and  machinerv 276 


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UNIVERSITY  OF  CALIFORNIA  AT  LOS  ANGELES 

THE  UNIVERSITY  LIBRARY 
This  book  is  DUE  on  the  last  date  stamped  helow 


fEBl? 


1967 


Form  L-9-15;»-7,'35 


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1     4491 

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